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NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-1 APPENDIX C DATA COLLECTED FROM THE FIELD EVALUATIONS Appendix C is a listing of all data collected from the field and laboratory tests. The data have been written to a CD that is attached to this appendix. The first part of the appendix contains the measurements made by each of the NDT devices used within NCHRP Project 10-65. The processed data also are included in those sections of the CD (e.g., the resilient modulus values calculated from the DCP penetration indices and the forward- and backcalculated elastic modulus values from the deflections measured along each project section and lot). The repeated load resilient modulus test results from laboratory tests on unbound materials and soils and the dynamic modulus results are included in the second part of the CD. The third part of the CD includes the standard or traditional volumetric and mixture design tests that were obtained from the agencies building the projects.
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C-3 PART A TESTING UNBOUND MATERIAL TEST DATA
C-4 TH23, MN SUBGRADE TESTING Gas Station Section 2 / South Section 1 / North TH 23 A B C A B C 1234512345 SUBGRADE C O U N TY R O A D
C-5 Table 1. Test point station information Lot Sublot Point GPS station GPS Offset North 1 A 8241+13.0 1.9RT North 1 B 8241+13.0 5.9RT North 1 C 8241+13.0 9.3RT North 2 A 8240+13.7 2.7RT North 2 B 8240+13.7 7.9RT North 2 C 8240+13.7 11.1RT North 3 A 8239+12.4 3.2RT North 3 B 8239+12.4 9.8RT North 3 C 8239+12.4 12.7RT North 4 A 8238+11.3 1.4RT North 4 B 8238+11.3 6.4RT North 4 C 8238+11.3 11.1RT North 5 A 8237+12.2 4.1RT North 5 B 8237+12.2 8.1RT North 5 C 8237+12.2 13.1RT South 1 A 8229+98.3 2.5RT South 1 B 8229+98.3 9.7RT South 1 C 8229+98.3 16.6RT South 2 A 8228+97.4 2.3RT South 2 B 8228+97.4 11.3RT South 2 C 8228+97.4 17.6RT South 3 A 8227+98.9 2.7RT South 3 B 8227+98.9 10.2RT South 3 C 8227+98.9 17.1RT South 4 A 8226+98 1.9RT South 4 B 8226+98 10.3RT South 4 C 8226+98 17.6RT South 5 A 8226+00.3 3.8RT South 5 B 8226+00.3 11.9RT South 5 C 8226+00.3 17.6RT
C-6 Table 2. Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Test data for number of blows vs penetration is shown in Table 3 Lot # Sublot A B C Average Lot Average 1 (North) 1 5.6 5.5 6.7 5.9 2 7.4 6.3 7.5 7.1 3 10.7 5.2 7.1 7.7 4 11.9 14.1 15.1 13.7 5 14.8 12.7 18.2 15.2 9.9 2 (South) 1 14.4 17.8 21.9 18.0 2 15.1 14.2 21.6 16.9 3 13.4 12.3 25.1 16.9 4 12.6 10.6 22.0 15.0 5 11.5 9.0 11.7 10.7 15.5 Average lot 1 by row 10.1 8.8 10.9 Average lot 2 by row 13.4 12.8 20.4 Average project by row 11.7 10.8 15.7 Average project 12.7
C-7 Table 3. Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Summary is shown in Table 2 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow North North North North North North North North North North North North Sublot 1 1 1 1 1 1 2 2 2 2 2 2 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 8 13 14 22 20 11 5 51 45 39 8.6 6.4 5.0 81 92 49 11.8 14.4 7.6 10 84 78 82 7.6 6.5 6.8 113 122 114 9.1 10.2 10.3 15 109 117 131 6.7 6.9 7.8 136 139 168 7.6 7.9 10.5 20 132 126 158 6.2 5.7 7.2 162 153 193 7.0 6.7 9.1 25 154 141 180 5.8 5.1 6.6 183 167 210 6.4 5.9 8.0 30 177 157 211 5.6 4.8 6.6 211 182 225 6.3 5.4 7.1 35 194 166 255 5.3 4.4 6.9 240 197 244 6.2 5.1 6.7 40 214 169 290 5.2 3.9 6.9 268 213 258 6.2 4.8 6.2 45 230 (refused) 309 4.9 6.6 305 226 272 6.3 4.6 5.8 50 244 4.7 246 286 4.5 5.5 55 258 4.5 264 302 4.4 5.3 60 273 4.4 281 4.4 65 285 4.3 300 4.3 70 301 4.2 Average at point 5.6 5.5 6.7 7.4 6.3 7.5
C-8 Table 3 Continued, Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Summary is shown in Table 2 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow North North North North North North North North North North North North Sublot 3 3 3 3 3 3 4 4 4 4 4 4 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 37 35 9 11 14 32 5 101 80 79 12.8 9.0 14.0 71 86 104 12.0 14.4 14.4 10 140 109 124 10.3 7.4 11.5 146 171 194 13.5 15.7 16.2 15 192 127 151 10.3 6.1 9.5 209 247 260 13.2 15.5 15.2 20 239 147 168 10.1 5.6 8.0 251 274 320 12.0 13.0 14.4 25 284 168 184 9.9 5.3 7.0 282 316 10.8 12.1 30 359 189 200 10.7 5.1 6.4 301 9.7 35 207 216 4.9 5.9 40 221 230 4.7 5.5 45 240 246 4.6 5.3 50 254 258 4.4 5.0 55 269 274 4.3 4.8 60 282 295 4.1 4.8 65 296 331 4.0 5.0 70 314 4.0 Average at point 10.7 5.2 7.1 11.9 14.1 15.1
C-9 Table 3 Continued, Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Summary is shown in Table 2 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow North North North North North North South South South South South South Sublot 5 5 5 5 5 5 1 1 1 1 1 1 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 22 25 33 8 18 65 5 89 88 131 13.4 12.6 19.6 88 130 202 16.0 22.4 27.4 10 176 132 239 15.4 10.7 20.6 182 201 274 17.4 18.3 20.9 15 264 230 296 16.1 13.7 17.5 222 259 325 14.3 16.1 17.3 20 308 302 337 14.3 13.9 15.2 259 306 12.6 14.4 25 300 11.7 30 35 40 45 50 55 60 65 70 Average at point 14.8 12.7 18.2 14.4 17.8 21.9
C-10 Table 3 Continued, Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Summary is shown in Table 2 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow South South South South South South South South South South South South Sublot 2 2 2 2 2 2 3 3 3 3 3 3 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 16 11 59 10 7 18 5 76 94 190 12.0 16.6 26.2 79 63 180 13.8 11.2 32.4 10 181 172 265 16.5 16.1 20.6 158 153 256 14.8 14.6 23.8 15 266 220 328 16.7 13.9 17.9 213 207 303 13.5 13.3 19.0 20 319 264 15.2 12.7 269 255 13.0 12.4 25 302 11.6 307 292 11.9 11.4 30 330 10.8 35 40 45 50 55 60 65 70 Average at point 15.1 14.2 21.6 13.4 12.3 25.1
C-11 Table 3 Continued, Penetration Index measured by DCP in TH-23, MN Subgrade, mm/blow Note: Summary is shown in Table 2 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow South South South South South South South South South South South South Sublot 4 4 4 4 4 4 5 5 5 5 5 5 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 32 16 59 24 26 47 5 121 67 171 17.8 10.2 22.4 120 93 140 19.2 13.4 18.6 10 181 141 289 14.9 12.5 23.0 165 144 184 14.1 11.8 13.7 15 216 180 366 12.3 10.9 20.5 197 181 209 11.5 10.3 10.8 20 251 212 11.0 9.8 225 213 235 10.1 9.4 9.4 25 280 259 9.9 9.7 251 244 269 9.1 8.7 8.9 30 316 332 9.5 10.5 279 264 306 8.5 7.9 8.6 35 305 277 8.0 7.2 40 291 6.6 45 300 6.1 50 (possibly a rock under the cone) 55 60 65 70 Average at point 12.6 10.6 22.0 11.5 9.0 11.7
C-12 Table 4. Wet density measured by EDG in TH-23, MN Subgrade, pcf Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (North) 1 133.62 133.59 133.97 133.73 2 133.6 133.55 133.71 133.62 3 133.77 133.68 133.89 133.78 4 133.87 133.73 122.41 130.00 5 133.67 133.68 134.12 133.82 132.99 2 (South) 1 132.98 133.02 133.15 133.05 2 133.17 133.26 133.38 133.27 3 133.36 133.52 133.23 133.37 4 133.32 133.31 133.55 133.39 5 134.21 134.21 133.65 134.02 133.42 Average lot 1 by row 10.6 133.71 133.65 131.62 Average lot 2 by row 13.8 133.41 133.46 133.39 Average project by row 12.2 133.56 133.56 132.51 Average project 133.21
C-13 Table 5. Percent Moisture measured by EDG in TH-23, MN Subgrade Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (North) 1 8.1 8 6.8 7.6 2 8.3 8.2 7.7 8.1 3 7.6 8.0 7.6 7.7 4 7.5 8.0 9.0 8.2 5 8.4 8.0 6.8 7.7 7.9 2 (South) 1 10.7 10.5 9.2 10.1 2 9.4 9.2 8.6 9.1 3 8.8 7.7 9.3 8.6 4 9.2 9.2 8.1 8.8 5 6.5 6.3 7.7 6.8 8.7 Average lot 1 by row 10.6 8.0 8.0 7.6 Average lot 2 by row 13.8 8.9 8.6 8.6 Average project by row 12.2 8.4 8.3 8.1 Average project 8.3
C-14 Table 6. Modulus measured by GEOGAUGE in TH-23, MN Subgrade, psi Note: Test repetitions were performed at individual points as shown in Table 7 Lot # Sublot A B C Average Lot Average 1 (North) 1 14293 10580 13920 12931 2 14017 9560 8943 10840 3 13647 10383 7937 10656 4 10580 9790 10553 10308 5 10303 9683 10180 10056 10958 2 (South) 1 11603 12103 8063 10590 2 10110 9167 6923 8733 3 8933 10210 6697 8613 4 10330 11797 7670 9932 5 9373 11027 8330 9577 9489 Average lot 1 by row 12568 9999 10307 Average lot 2 by row 10070 10861 7537 Average project by row 11319 10430 8922 Average project 10224
C-15 Table 7. Repeatability in Modulus measurements by Geogauge in TH-23, MN Subgrade, psi Note: Summary of test results are shown in Table 6. Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point North 1 A 12160 16400 14320 14293 2120 North 1 B 8980 10620 12140 10580 1580 North 1 C 15560 12940 13260 13920 1429 North 2 A 14560 14360 13130 14017 774 North 2 B 8840 10720 9120 9560 1014 North 2 C 8880 8740 9210 8943 241 North 3 A 14940 13510 12490 13647 1231 North 3 B 11600 10190 9360 10383 1132 North 3 C 8840 7880 7090 7937 876 North 4 A 10240 9730 11770 10580 1062 North 4 B 9550 10200 9620 9790 357 North 4 C 9290 11450 10920 10553 1126 North 5 A 10780 9770 10360 10303 507 North 5 B 8590 10260 10200 9683 947 North 5 C 10210 10380 9950 10180 217 South 1 A 10900 12070 11840 11603 620 South 1 B 10920 11340 14050 12103 1699 South 1 C 7440 7360 9390 8063 1150 South 2 A 10990 8750 10590 10110 1195 South 2 B 9310 9210 8980 9167 169 South 2 C 6550 6590 7630 6923 612 South 3 A 8370 9600 8830 8933 621 South 3 B 8750 9620 12260 10210 1828 South 3 C 6430 6760 6900 6697 241 South 4 A 9730 10680 10580 10330 522 South 4 B 10830 11410 13150 11797 1207 South 4 C 7140 7420 8450 7670 690 South 5 A 7850 9740 10530 9373 1377 South 5 B 11390 10310 11380 11027 621 South 5 C 7090 8150 9750 8330 1339
C-16 Table 8. Dielectric measured by GPR in TH-23, MN Subgrade Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (North) 1 25.8 13.3 22.6 20.6 2 23.2 12.7 19.7 18.6 3 21.3 13.3 19.5 18.0 4 25.1 15.1 20.0 20.1 5 19.5 12.9 14.9 15.8 18.6 2 (South) 1 20.3 21.8 28.1 23.4 2 16.9 47.0 31.0 31.6 3 22.9 43.4 20.3 28.8 4 21.5 43.1 18.5 27.7 5 20.1 27.0 21.5 22.8 26.9 Average lot 1 by row 12568 23.00 13.47 19.33 Average lot 2 by row 10070 20.32 36.44 23.88 Average project by row 11319 21.7 25.0 21.6 Average project 22.7
C-17 Table 9. Modulus measured by LWD 1 in TH-23, MN Subgrade, psi Note: Test repetitions were performed at individual points as shown in Table 10 Lot # Sublot A B C Average Lot Average 1 (North) 1 4879 3532 6073 4828 2 8196 7698 5252 7049 3 6547 4765 1374 4229 4 4770 2424 1345 2846 5 1607 4021 957 2195 4229 2 (South) 1 4176 1819 908 2301 2 2816 312 832 1320 3 2933 4120 1172 2742 4 2755 5255 410 2807 5 2744 3637 1857 2746 2383 Average lot 1 by row 12568 5200 4488 3000 Average lot 2 by row 10070 3085 3029 1036 Average project by row 11319 4142 3758 2018 Average project 3306
C-18 Table 10. Repeatability in Modulus measurements by LWD 1 in TH-23, MN Subgrade, psi Note: Summary of test results are shown in Table 9 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi North 1 6.5 0.25 3531 3.7 0.32 1402 7.5 0.27 3368 9.5 0.2 6450 4.2 0.32 1591 10.3 0.23 5430 7 0.26 3656 6.7 0.28 2901 11.1 0.21 6409 9.3 0.23 5491 8.5 0.26 3964 10.8 0.23 5693 9.3 0.23 5491 8 0.26 3731 11.1 0.22 6118 Average 4879 3532 6073 Std. dev 1059 558 360 North 2 8 0.24 4042 6.7 0.27 3009 5 0.33 1837 11.1 0.2 6729 12.1 0.2 7336 10.3 0.23 5430 12.3 0.18 8285 10.6 0.21 6120 9.3 0.24 4698 11.8 0.19 7530 12.9 0.18 8690 8.3 0.25 4025 12.3 0.17 8773 12.3 0.18 8285 11.6 0.2 7032 Average 8196 7698 5252 Std. dev 626 1382 1578 North 3 8.3 0.26 3871 7.5 0.31 2933 1.1 0.5 267 11.8 0.21 6813 9 0.27 4042 2.9 0.43 818 9.5 0.23 5008 9 0.27 4042 2.4 0.43 677 11.8 0.21 6813 10.1 0.25 4898 4.7 0.37 1540 12.9 0.2 7821 10.6 0.24 5355 5.5 0.35 1905 Average 6547 4765 1374 Std. dev 1425 667 631
C-19 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi North 4 4.7 0.32 1781 2.9 0.37 950 19.8 0.65 3693 9.3 0.24 4698 6.7 0.29 2801 2.9 0.36 977 9.3 0.24 4698 5 0.32 1895 4.2 0.33 1543 9.8 0.23 5166 6 0.31 2347 3.2 0.34 1141 8.8 0.24 4446 7 0.28 3031 3.9 0.35 1351 Average 4770 2424 1345 Std. dev 366 572 201 North 5 0.4 0.36 135 2.4 0.35 831 25.2 0.49 6236 4.7 0.29 1965 7.5 0.25 3637 2.7 0.38 862 4.2 0.29 1756 6.2 0.27 2784 3.2 0.38 1021 4.7 0.29 1965 8 0.24 4042 2.9 0.38 925 2.9 0.32 1099 9.5 0.22 5236 2.9 0.38 925 Average 1607 4021 957 Std. dev 452 1226 55 South 1 2.9 0.29 1212 23.4 0.3 9457 23.2 0.49 5741 6 0.24 3031 1.9 0.24 960 1.4 0.36 472 6.7 0.22 3693 3.2 0.24 1617 2.9 0.33 1066 7.5 0.21 4330 3.4 0.24 1718 2.9 0.31 1134 7.8 0.21 4504 4.2 0.24 2122 1.6 0.37 524 Average 4176 1819 908 Std. dev 427 267 334
C-20 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi South 2 2.7 0.34 963 20.9 0.63 4022 24.4 0.52 5689 1.6 0.34 571 1.1 0.42 318 3.2 0.39 995 5 0.3 2021 1.4 0.4 424 2.9 0.4 879 6.2 0.26 2891 0.6 0.43 169 1.6 0.41 473 7 0.24 3536 1.1 0.39 342 3.4 0.36 1145 Average 2816 312 832 Std. dev 761 130 338 South 3 25.5 0.37 8356 4.4 0.3 1778 24.2 0.54 5434 5.5 0.25 2667 7.5 0.26 3498 2.4 0.4 727 6.7 0.23 3532 8 0.24 4042 3.4 0.58 711 5.5 0.27 2470 8.5 0.24 4294 4.2 0.36 1415 6 0.26 2798 8.3 0.25 4025 3.9 0.34 1391 Average 2933 4120 1172 Std. dev 544 151 400 South 4 0.4 0.42 115 7.8 0.25 3783 24.7 0.63 4754 6.5 0.27 2919 4.2 0.34 1498 2.4 0.46 633 4.2 0.3 1697 8.8 0.23 4639 2.7 0.43 761 6.5 0.26 3031 9.3 0.24 4698 1.1 0.44 303 7 0.24 3536 10.6 0.2 6426 0.6 0.44 165 Average 2755 5255 410 Std. dev 950 1015 312 South 5 3.7 0.33 1359 3.7 0.33 1359 25.5 0.45 6871
C-21 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi South 7 0.26 3264 4.2 0.3 1697 4.2 0.33 1543 South 8 0.24 4042 8.8 0.22 4850 3.4 0.33 1249 4.2 0.32 1591 8 0.24 4042 5.5 0.29 2300 6 0.28 2598 5 0.3 2021 5 0.3 2021 Average 2744 3637 1857 Std. dev 1232 1457 544 * Average modulus values are calculated using load-deflection data for drops 3, 4, and 5. Drops 1 and 2 are considered seating drops. Calibration factors for load and deflection were 0.7 and 4.0 for this LWD device Modulus is determined from the following expression: ( ) 145.0*1000***12)( 2 δν AreaPapsiE â= ν is the Poissonâs ration (recommended value is 0.4 for this device) a is radius of the load plate in mm (100 mm in this project) P is the contact pressure kPa δ is the deflection measured by the LWD in mm 0.145 is the conversion factor to express modulus in psi
C-22 Table 11. Modulus measured by LWD 2 in TH-23, MN Subgrade, psi Note: Test repetitions were performed at individual points as shown in Table 12 Lot # Sublot A B C Average Lot Average 1 (North) 1 5203 2719 6453 4792 2 4041 4752 2671 3821 3 5035 5128 4292 4819 4 3914 5023 5767 4901 5 5231 5466 5806 5501 4767 2 (South) 1 7289 6936 5456 6560 2 5386 5881 5659 5642 3 6479 5960 5829 6090 4 5185 3379 4272 4279 5 6073 4164 6544 5594 5633 Average lot 1 by row 12568 4685 4618 4998 Average lot 2 by row 10070 6083 5264 5552 Average project by row 11319 5384 4941 5275 Average project 5200
C-23 Table 12. Repeatability in Modulus measurements by LWD 2 in TH-23, MN Subgrade, psi Note: Summary of test results are shown in Table 11 Lot Sublot Point A Point B Point C Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * North 1 8.22 505 5610 8.21 499 5670 8.07 420 6622 8.73 763 3943 8.86 1208 2528 8.39 565 5118 8.71 689 4357 8.84 1138 2677 8.83 496 6135 8.61 441 6728 8.83 1118 2722 8.84 494 6167 8.6 655 4525 8.96 1119 2759 8.54 417 7058 Average 5203 2719 6453 Std. dev 1323 41 524 North 2 8.93 537 5731 8.78 529 5720 8.45 1230 2368 9.05 781 3993 8.94 690 4465 8.91 1131 2715 8.84 737 4134 8.9 613 5004 8.68 1105 2707 8.7 721 4158 8.83 630 4830 8.82 1125 2702 8.67 780 3831 8.38 653 4423 8.68 1149 2603 Average 4041 4752 2671 Std. dev 183 298 58 North 3 8.52 871 3371 8.3 459 6232 7.15 825 2987 8.72 626 4801 8.83 621 4900 7.55 604 4308 8.65 616 4839 8.89 737 4157 7.97 657 4181 8.83 606 5021 8.86 734 4160 7.85 596 4539 8.6 565 5246 8.49 414 7067 7.83 649 4158 Average 5035 5128 4292
C-24 Lot Sublot Point A Point B Point C Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * Std. dev 204 1679 214 North 4 8.01 433 6375 7.68 581 4555 7.29 550 4568 8.66 1022 2920 7.96 514 5337 7.83 420 6425 8.56 1328 2221 7.98 575 4783 7.76 409 6539 7.98 407 6757 7.86 534 5073 7.86 482 5620 8.18 1020 2764 7.88 521 5212 7.55 506 5142 Average 3914 5023 5767 Std. dev 2477 219 710 North 5 7.3 535 4702 7.27 463 5411 7.32 374 6745 7.64 463 5687 7.76 497 5381 7.53 345 7522 7.59 569 4597 7.89 495 5493 7.62 393 6682 7.71 468 5677 7.92 504 5416 7.52 436 5944 7.58 482 5420 8.06 506 5489 7.26 522 4793 Average 5231 5466 5806 Std. dev 564 44 952 South 1 7.48 417 6182 8.09 392 7112 6.44 531 4180 7.78 448 5985 8.38 327 8832 7.46 632 4068 8.28 384 7431 8.6 614 4827 7.64 516 5103 8.27 422 6754 8.27 348 8190 7.9 494 5511 8.27 371 7682 8.32 368 7791 7.93 475 5753 Average 7289 6936 5456 Std. dev 480 1837 329
C-25 Lot Sublot Point A Point B Point C Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * South 2 8.18 518 5442 7.14 429 5736 6.48 652 3425 8.25 548 5188 7.65 431 6117 7.07 474 5140 8.22 514 5511 7.57 419 6226 7.42 434 5892 8.15 491 5720 7.52 486 5332 7.39 473 5384 8.19 573 4926 7.52 426 6083 7.28 440 5702 Average 5386 5881 5659 Std. dev 412 480 256 South 3 7.88 533 5095 7.41 500 5107 6.23 423 5076 8.36 629 4580 8.15 518 5422 7.43 419 6111 8.25 482 5899 7.94 441 6205 7.65 427 6174 8.37 405 7122 7.9 458 5944 7.67 487 5428 8.23 442 6417 8.05 484 5732 7.55 442 5887 Average 6479 5960 5829 Std. dev 614 237 377 South 4 7.64 652 4038 7.88 500 5431 6.98 595 4043 8.22 551 5141 8.5 874 3352 7.49 403 6405 8.31 540 5303 8.44 866 3359 7.38 622 4089 8.35 558 5157 8.51 870 3371 7.46 606 4242 8.31 562 5096 8.45 855 3406 7.42 570 4486 Average 5185 3379 4272 Std. dev 107 25 200
C-26 Lot Sublot Point A Point B Point C Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * Load, kN Deflection, μm Modulus, psi * South 5 7.75 588 4542 8.14 853 3289 7.85 643 4207 8.44 413 7043 8.52 619 4743 8.21 424 6673 8.42 432 6717 8.3 644 4442 8.07 437 6364 8.48 658 4441 8.17 705 3994 8.2 425 6649 8.36 408 7061 8.31 706 4056 8.22 428 6619 Average 6073 4164 6544 Std. dev 1424 243 157 * Average modulus values are calculated using load-deflection data for drops 3, 4, and 5. Drops 1 and 2 are considered seating drops. Modulus is determined from the following expression: ( ) δν paMPaE **12)( 2â= ν is the Poissonâs ration (recommended value is 0.4 for this device) a is radius of the load plate in mm (100 mm in this project) p is the contact pressure kPa d is measured deflection μm The calculations used a conversion factor of 145 to express modulus in psi
C-27 Table 13. Modulus measured by DSPA in TH-23, MN Subgrade, psi Note: Test repetitions were performed at individual points as shown in Table 14 Lot # Sublot A B C Average Lot Average 1 (North) 1 63333 56667 45000 55000 2 60333 33000 35333 42889 3 55667 35667 22667 38000 4 44667 37667 29000 37111 5 34333 38000 23667 32000 41000 2 (South) 1 45000 46333 54000 48444 2 45333 36667 23333 35111 3 45667 39333 24667 36556 4 42667 60667 33333 45556 5 31333 42667 20333 31444 39422 Average lot 1 by row 12568 51667 40200 31133 Average lot 2 by row 10070 42000 45133 31133 Average project by row 11319 46833 42667 31133 Average project 40211
C-28 Table 14. Repeatability in Modulus measurements by DSPA in TH-23, MN Subgrade, psi Note: Summary of test results are shown in Table 13 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point North 1 A 63000 76000 51000 63333 12503 North 1 B 63000 53000 54000 56667 5508 North 1 C 46000 57000 32000 45000 12530 North 2 A 63000 65000 53000 60333 6429 North 2 B 38000 39000 22000 33000 9539 North 2 C 39000 38000 29000 35333 5508 North 3 A 56000 59000 52000 55667 3512 North 3 B 39000 41000 27000 35667 7572 North 3 C 23000 25000 20000 22667 2517 North 4 A 53000 43000 38000 44667 7638 North 4 B 38000 39000 36000 37667 1528 North 4 C 30000 32000 25000 29000 3606 North 5 A 34000 35000 34000 34333 577 North 5 B 33000 45000 36000 38000 6245 North 5 C 25000 28000 18000 23667 5132 South 1 A 40000 51000 44000 45000 5568 South 1 B 49000 44000 46000 46333 2517 South 1 C 49000 63000 50000 54000 7810 South 2 A 46000 43000 47000 45333 2082 South 2 B 39000 27000 44000 36667 8737 South 2 C 15000 29000 26000 23333 7371 South 3 A 43000 52000 42000 45667 5508 South 3 B 43000 34000 41000 39333 4726 South 3 C 31000 24000 19000 24667 6028 South 4 A 52000 33000 43000 42667 9504 South 4 B 63000 52000 67000 60667 7767 South 4 C 33000 32000 35000 33333 1528 South 5 A 29000 35000 30000 31333 3215 South 5 B 49000 43000 36000 42667 6506 South 5 C 20000 17000 24000 20333 3512
C-29 Table 15. Summary of Sandcone Test Results in TH-23, MN Subgrade, psi Test # Station Moisture Content, % by dry weight Optimum Moisture Content, % Dry Density, pcf Max Density, pcf Wet Density, pcf Moisture Density Curve # 914 8226+761 5.2 9.6 131.5 128.2 138.34 52 916 8229+93 8.2 13.1 121.0 121.0 130.92 18 919 8235+39.4 11.1 9.8 116.9 127.2 129.86 41 912 8238+01 8.8 13.1 125.3 121.0 136.33 18 918 8238+09 9.1 9.8 132.3 127.2 144.34 41 911 8240+08 10.6 16.7 108.7 111.5 120.22 9 910 8240+19 7.4 12.8 125.0 118.5 134.25 14 Average 8.6 123.0
C-30 Table 16. Summary of Resilient Modulus Test Results in TH-23, MN Subgrade Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 13.2 8.0 8.0 29.2 2.5 5.2 32210 32929 2 10.9 6.0 6.0 22.9 2.3 4.9 29000 28645 3 8.5 4.0 4.0 16.5 2.1 4.5 24320 23671 4 6.1 2.0 2.0 10.1 1.9 4.1 17863 17615 5 16.1 8.0 8.0 32.1 3.8 8.1 29527 30319 6 13.7 6.0 6.0 25.7 3.6 7.7 26591 26769 7 11.4 4.0 4.0 19.4 3.5 7.4 22874 22694 8 8.9 2.0 2.0 13.0 3.3 6.9 17806 17869 9 19.0 8.0 8.0 35.0 5.2 11.0 27965 28064 10 16.6 6.0 6.0 28.6 5.0 10.6 24990 25071 11 14.2 4.0 4.0 22.2 4.8 10.2 21598 21682 12 11.8 2.0 2.0 15.9 4.6 9.8 17383 17736 13 22.9 8.0 8.0 38.9 7.0 14.9 26308 25443 14 20.5 6.0 6.0 32.5 6.9 14.5 23489 23009 15 18.1 4.0 4.0 26.2 6.7 14.1 20363 20310 16 15.7 2.0 2.0 19.7 6.5 13.7 16753 17235 Repetition 2 1 13.3 8.0 8.0 29.3 2.5 5.3 32954 33749 2 10.9 6.0 6.0 22.9 2.3 4.9 29422 28969 3 8.5 4.0 4.0 16.5 2.1 4.5 23451 23484 4 6.1 2.0 2.0 10.1 1.9 4.1 17381 16994 5 16.1 8.0 8.0 32.2 3.8 8.1 30850 31240 6 13.7 6.0 6.0 25.8 3.7 7.7 27226 27245 7 11.4 4.0 4.0 19.4 3.5 7.4 22720 22724 8 9.0 2.0 2.0 13.0 3.3 7.0 17477 17488 9 19.0 8.0 8.0 35.1 5.2 11.0 29038 29036 10 16.6 6.0 6.0 28.6 5.0 10.6 25801 25669 11 14.2 4.0 4.0 22.2 4.8 10.2 21844 21875 12 11.9 2.0 2.0 15.9 4.6 9.9 17352 17555 13 22.9 8.0 8.0 38.9 7.0 14.9 27151 26491 14 20.6 6.0 6.0 32.6 6.9 14.5 24091 23728 15 18.2 4.0 4.0 26.2 6.7 14.2 20648 20684 16 15.8 2.0 2.0 19.8 6.5 13.8 16777 17269
C-31 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 3 1 13.2 8.0 8.0 29.2 2.5 5.2 31541 32603 2 10.9 6.0 6.0 22.9 2.3 4.9 27915 27890 3 8.5 4.0 4.0 16.5 2.1 4.5 23193 22545 4 6.1 2.0 2.0 10.1 1.9 4.1 16579 16225 5 16.1 8.0 8.0 32.1 3.8 8.1 29209 29999 6 13.7 6.0 6.0 25.8 3.7 7.7 26133 26103 7 11.3 4.0 4.0 19.3 3.5 7.3 22049 21721 8 8.9 2.0 2.0 13.0 3.3 6.9 16555 16639 9 19.0 8.0 8.0 35.0 5.2 11.0 27656 27750 10 16.6 6.0 6.0 28.6 5.0 10.6 24667 24474 11 14.2 4.0 4.0 22.2 4.8 10.2 20932 20819 12 11.8 2.0 2.0 15.8 4.6 9.8 16185 16648 13 22.9 8.0 8.0 38.9 7.0 14.9 26034 25194 14 20.5 6.0 6.0 32.5 6.8 14.5 23094 22541 15 18.1 4.0 4.0 26.1 6.6 14.1 19671 19598 16 15.7 2.0 2.0 19.7 6.4 13.7 15600 16310 Calculated Mr coefficients Rep 1 Rep 2 Rep 3 K1 1,923.7 1,897.1 1,838.1 K2 0.644 0.702 0.714 K3 -1.877 -1.879 -1.961
C-32 Dev iator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (ps i) R es ili en t M od ul us (p si ) Figure 1. Resilient Modulus vs. Deviator Stress in TH-23, MN Subgrade â Rep 1 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 2. Bulk stress vs. Resilient Modulus in TH-23, MN Subgrade â Rep 1 y = 1.0087x - 204.59 R2 = 0.991 0 5000 10000 15000 20000 25000 30000 35000 0 5000 10000 15000 20000 25000 30000 35000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 3. Predicted vs Measured Resilient Modulus in TH-23, MN Subgrade â Rep 1
C-33 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (ps i) R es ili en t M od ul us (p si ) Figure 4. Resilient Modulus vs. Deviator Stress in TH-23, MN Subgrade â Rep 2 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 5. Bulk stress vs. Resilient Modulus in TH-23, MN Subgrade â Rep 2 y = 1.0059x - 141.76 R2 = 0.9952 0 5000 10000 15000 20000 25000 30000 35000 40000 0 5000 10000 15000 20000 25000 30000 35000 40000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 6. Predicted vs Measured Resilient Modulus in TH-23, MN Subgrade â Rep 2
C-34 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 7. Resilient Modulus vs. Deviator Stress in TH-23, MN Subgrade â Rep 3 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 8. Bulk stress vs. Resilient Modulus in TH-23, MN Subgrade â Rep 3 y = 1.0139x - 314.98 R2 = 0.9895 0 5000 10000 15000 20000 25000 30000 35000 0 5000 10000 15000 20000 25000 30000 35000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 9. Predicted vs Measured Resilient Modulus in TH-23, MN Subgrade â Rep 3
C-35 TH23, MN GRANULAR BASE TESTING
C-36 Table 17. Test point station information for Base section test at TH-23, MN Lot Sublot GPS station GPS Offset A B C South 1 7956+00.4 6.1LT 7.9RT 11.9RT South 2 7957+00.0 6.0LT 8.0RT 12.0RT South 3 7958+00.0 5.9LT 8.1RT 12.0RT South 4 7959+00.0 6.0LT 4.0RT 7.9RT South 5 7959+99.4 6.1LT 3.9RT 7.9RT Middle 1 7962+00.5 6.0LT 3.9RT 7.9RT Middle 2 7963+02.1 6.0LT 4.0RT 7.9RT Middle 3 7964+02.5 6.3LT 3.7RT 7.7RT Middle 4 7965+04.0 5.9LT 4.3RT 8.1RT Middle 5 7966+04.2 5.8LT 4.1RT 8.1RT North 1 7971+23.3 6.0LT 3.9RT 8.0RT North 2 7972+23.4 6.0LT 3.9RT 7.9RT North 3 7973+22.3 6.0LT 3.9RT 7.9RT North 4 7974+21.9 6.1LT 3.9RT 7.9RT North 5 7975+21.9 6.1LT 4.0RT 7.9RT
C-37 Table 18. Penetration Index measured by DCP in TH-23, MN Base, mm/blow Note: Test data for number of blows vs penetration is shown in Table 19. Lot # Sublot A B C Average Lot Average 1 (South) 1 0.7 6.1 7.9 4.9 2 6.1 4.0 8.3 6.1 3 2.6 3.2 8.1 4.6 4 2.1 2.8 4.9 3.3 5 3.5 4.3 10.0 5.9 5.0 2 (Middle) 1 2.8 5.7 12.4 7.0 2 2.3 3.1 8.2 4.6 3 5.6 7.3 12.2 8.4 4 7.3 6.4 11.0 8.2 5 8.7 10.9 10.1 9.9 7.6 3 (North) NOT TESTED 1 * * * * 2 * * * * 3 * * * * 4 * * * * 5 * * * * * Average lot 1 by row 3.0 4.1 7.8 Average lot 2 by row 5.3 6.7 10.8 Average lot 3 by row NOT TESTED Average project by row 4.2 5.4 9.3 Average project 6.3
C-38 Table 19. Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow South South South South South South Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 1 8.1 21.0 49.0 5 9.5 66.0 72.0 0.4 14.5 16.0 10 10.6 89.0 100.0 0.3 9.0 10.2 15 28.8 103.0 122.0 1.5 6.8 8.1 20 30.7 115.0 146.0 1.2 5.6 7.3 25 32.6 129.0 171.0 1.0 5.0 6.8 30 34.1 139.0 186.0 0.9 4.5 6.1 35 35.6 154.0 202.0 0.8 4.3 5.7 40 36.5 165.0 225.0 0.7 4.0 5.6 45 38.2 175.0 228.0 0.7 3.8 5.0 50 39.8 185.0 0.6 3.6 55 60 43.0 0.6 65 70 45.2 0.5 75 80 48.4 0.5 85 90 52.8 0.5 95 100 57.8 0.5 105 110 61.7 0.5 120 65.1 0.5 130 68.3 0.5 140 72.0 0.5 150 76.2 0.5 Average at point Average 0.7 6.1 7.9
C-39 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow South South South South South South Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 1 18 10 22 5 49 36 64 10.2 7.0 14.0 10 72 56 91 7.1 5.3 9.2 15 91 74 118 5.9 4.7 7.9 20 114 89 146 5.6 4.3 7.3 25 137 103 177 5.4 4.0 7.0 30 155 115 200 5.1 3.7 6.6 35 184 127 227 5.2 3.5 6.4 40 208 141 5.1 3.4 45 225 154 4.9 3.3 50 168 3.3 55 60 182 2.9 65 70 201 2.8 75 80 85 90 95 100 105 110 120 130 140 150 Average at point 6.1 4.0 8.3
C-40 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow South South South South South South Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 1 14 9 19 5 48 37 62 10.0 7.2 13.5 10 57 57 94 5.4 5.4 9.5 15 70 66 115 4.4 4.1 7.6 20 76 78 140 3.6 3.7 6.9 25 80 88 166 3.0 3.3 6.6 30 86 98 191 2.7 3.1 6.3 35 90 110 216 2.4 3.0 6.1 40 96 119 2.3 2.8 45 103 128 2.2 2.7 50 114 136 2.2 2.6 55 60 119 143 1.9 2.3 65 70 131 153 1.8 2.1 75 80 137 159 1.6 1.9 85 90 143 167 1.5 1.8 95 100 146 175 1.4 1.7 105 110 157 1.4 120 168 1.3 130 176 1.3 140 185 1.3 150 194 1.2 Average at point 2.6 3.2 8.1
C-41 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow South South South South South South Sublot 4 4 4 4 4 4 Point A B C A B C N um be r o f b lo w s 1 3 7 4 5 23 39 28 3.7 7.7 5.0 10 38 46 56 3.3 4.2 5.3 15 50 58 80 3.0 3.6 5.1 20 61 72 103 2.8 3.4 5.0 25 71 79 125 2.6 3.0 4.9 30 80 85 149 2.5 2.7 4.9 35 86 98 169 2.3 2.6 4.7 40 94 106 188 2.2 2.5 4.6 45 102 114 2.1 2.4 50 109 119 2.1 2.3 55 116 126 2.0 2.2 60 122 132 1.9 2.1 65 126 140 1.8 2.1 70 128 149 1.7 2.0 75 131 152 1.7 1.9 80 139 157 1.7 1.9 85 142 165 1.6 1.9 90 148 169 1.6 1.8 95 150 1.5 100 154 1.5 105 162 1.5 110 120 130 140 150 Average at point 2.1 2.8 4.9
C-42 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow South South South South South South Sublot 5 5 5 5 5 5 Point A B C A B C N um be r o f b lo w s 1 4 8 18 5 45 41 65 9.2 8.2 14.2 10 62 61 104 6.0 5.9 10.7 15 76 76 139 4.9 4.9 9.4 20 88 93 167 4.2 4.5 8.4 25 96 113 187 3.7 4.4 7.5 30 106 115 3.4 3.7 35 115 126 3.1 3.5 40 121 139 2.9 3.4 45 128 144 2.7 3.1 50 136 157 2.6 3.0 55 144 165 2.5 2.9 60 148 2.4 65 156 2.3 70 164 2.3 75 168 2.2 80 171 2.1 85 90 95 100 105 110 120 130 140 150 Average at point 3.5 4.3 10.0
C-43 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow Middle Middle Middle Middle Middle Middle Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 1 12 7 40 5 37 54 114 7.2 11.5 26.5 10 56 71 135 5.3 7.0 14.1 15 67 91 158 4.2 5.9 10.7 20 77 108 176 3.6 5.3 8.8 25 88 122 190 3.3 4.7 7.6 30 95 135 205 3.0 4.4 6.8 35 102 150 2.8 4.2 40 110 165 2.6 4.0 45 118 181 2.5 3.9 50 123 2.3 55 129 2.2 60 134 2.1 65 139 2.0 70 143 2.0 75 149 1.9 80 152 1.8 85 157 1.8 90 160 1.7 95 165 1.7 100 165 1.6 105 110 120 130 140 150 Average at point 2.8 5.7 12.4
C-44 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow Middle Middle Middle Middle Middle Middle Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 1 6 6 18 5 27 32 59 4.7 6.0 12.7 10 41 52 90 3.7 4.9 9.1 15 55 66 115 3.4 4.1 7.6 20 65 77 141 3.0 3.6 7.0 25 73 88 167 2.7 3.3 6.6 30 85 98 193 2.7 3.1 6.4 35 90 109 2.4 3.0 40 95 120 2.2 2.9 45 103 128 2.2 2.7 50 110 133 2.1 2.5 55 116 137 2.0 2.4 60 120 142 1.9 2.3 65 126 149 1.8 2.2 70 131 154 1.8 2.1 75 136 160 1.7 2.1 80 140 1.7 85 145 1.6 90 149 1.6 95 155 1.6 100 161 1.5 105 169 1.5 110 120 130 140 150 Average at point 2.3 3.1 8.2
C-45 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow Middle Middle Middle Middle Middle Middle Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 1 16 16 35 5 56 61 110 12.0 13.2 25.5 10 72 87 134 7.1 8.8 14.0 15 92 107 155 6.0 7.1 10.5 20 104 125 174 5.0 6.2 8.7 25 118 146 191 4.6 5.7 7.6 30 134 161 210 4.3 5.3 7.0 35 146 181 4.1 5.1 40 163 4.0 45 174 3.8 50 55 60 65 70 75 80 85 90 95 100 105 110 120 130 140 150 Average at point 5.6 7.3 12.2
C-46 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow Middle Middle Middle Middle Middle Middle Sublot 4 4 4 4 4 4 Point A B C A B C N um be r o f b lo w s 1 31 17 32 5 77 65 82 17.2 14.2 18.5 10 97 88 109 9.9 8.9 11.2 15 117 107 140 7.8 7.1 9.4 20 132 119 166 6.5 5.8 8.3 25 142 131 196 5.6 5.1 7.8 30 154 142 5.0 4.6 35 166 151 4.6 4.2 40 181 165 4.4 4.0 45 192 176 4.2 3.8 50 55 60 65 70 75 80 85 90 95 100 105 110 120 130 140 150 Average at point 7.3 6.4 11.0
C-47 Table 19 Continued, Penetration Index measured by DCP in TH-23, MN Base, mm/blow Lot Penetration, mm PI, mm/blow Middle Middle Middle Middle Middle Middle Sublot 5 5 5 5 5 5 Point A B C A B C N um be r o f b lo w s 1 40 26 49 5 86 95 90 19.5 21.7 20.5 10 111 120 116 11.4 12.4 12.0 15 131 144 140 8.8 9.7 9.4 20 151 160 161 7.5 8.0 8.0 25 164 179 184 6.5 7.1 7.3 30 179 191 206 5.9 6.3 6.8 35 191 225 5.4 6.4 40 201 4.9 45 50 55 60 65 70 75 80 85 90 95 100 105 110 120 130 140 150 Average at point 8.7 10.9 10.1
C-48 Table 20. Wet density measured by EDG in TH-23, MN Base, pcf Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (South) 1 146.32 146.37 146.44 146.38 2 146.33 146.34 146.48 146.38 3 146.15 146.14 146.54 146.28 4 146.40 146.34 146.52 146.42 5 146.38 146.35 146.50 146.41 146.37 2 (Middle) 1 146.33 146.42 146.49 146.41 2 146.34 146.35 146.37 146.35 3 146.31 146.29 146.42 146.34 4 146.38 146.35 146.45 146.39 5 146.43 146.52 146.34 146.43 146.39 3 (North) 1 146.35 146.31 146.31 146.32 2 146.41 146.44 146.46 146.44 3 146.32 146.42 146.50 146.41 4 146.40 146.40 146.51 146.44 5 146.30 146.40 146.47 146.39 146.40 Average lot 1 by row 146.32 146.31 146.50 Average lot 2 by row 146.36 146.39 146.41 Average lot 3 by row 146.36 146.39 146.45 Average project by row 146.34 146.36 146.45 Average project 146.39
C-49 Table 21. Percent Moisture measured by EDG in TH-23, MN Base Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (South) 1 4.2 4.3 4.3 4.27 2 4.2 4.2 4.4 4.27 3 3.9 3.9 4.4 4.07 4 4.3 4.2 4.4 4.30 5 4.3 4.3 4.4 4.33 4.25 2 (Middle) 1 4.2 4.3 4.4 4.30 2 4.2 4.3 4.3 4.27 3 4.2 4.2 4.3 4.23 4 4.3 4.2 4.3 4.27 5 4.3 4.4 4.2 4.30 4.27 3 (North) 1 4.3 4.2 4.2 4.23 2 4.3 4.3 4.3 4.30 3 4.2 4.3 4.4 4.30 4 4.3 4.3 4.4 4.33 5 4.2 4.3 4.4 4.30 4.29 Average lot 1 by row 4.18 4.18 4.38 Average lot 2 by row 4.24 4.28 4.30 Average lot 3 by row 4.26 4.28 4.34 Average project by row 4.23 4.25 4.34 Average project 4.27
C-50 Table 22. Modulus measured by GEOGAUGE in TH-23, MN Base, psi Note: Test repetitions were performed at individual points as shown in Table 23 Lot # Sublot A B C Average Lot Average 1 (South) 1 15260 14423 13463 14382 2 11013 11687 11313 11338 3 13207 13443 9530 12060 4 20457 17390 13893 17247 5 18273 14893 10403 14523 13910 2 (Middle) 1 15687 13660 8640 12662 2 16600 14017 12537 14384 3 13137 13363 8093 11531 4 10043 12590 10303 10979 5 9360 9143 9623 9376 11786 3 (North) 1 12103 14223 11037 12454 2 12137 14923 12493 13184 3 14150 14223 12027 13467 4 15650 17870 14130 15883 5 14173 14560 12183 13639 13726 Average lot 1 by row 15642 14367 11721 Average lot 2 by row 12965 12555 9839 Average lot 3 by row 13643 15160 12374 Average project by row 14083 14027 11311 Average project 13141
C-51 Table 23. Repeatability in Modulus measurements by Geogauge in TH-23, MN Base, psi Note: Summary of test results are shown in Table 22 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point South 1 A 17020 13980 14780 15260 1576 South 1 B 14950 13390 14930 14423 895 South 1 C 14930 10970 14490 13463 2170 South 2 A 10590 12070 10380 11013 921 South 2 B 10020 10750 14290 11687 2284 South 2 C 10870 12700 10370 11313 1227 South 3 A 13560 14380 11680 13207 1384 South 3 B 12340 12620 15370 13443 1674 South 3 C 9400 10400 8790 9530 813 South 4 A 17790 22190 21390 20457 2344 South 4 B 17140 17010 18020 17390 549 South 4 C 13020 12260 16400 13893 2204 South 5 A 17420 20640 16760 18273 2076 South 5 B 13750 17190 13740 14893 1989 South 5 C 11580 10820 8810 10403 1431 Middle 1 A 13260 18770 15030 15687 2813 Middle 1 B 13360 11900 15720 13660 1928 Middle 1 C 8460 8940 8520 8640 262 Middle 2 A 15050 17170 17580 16600 1358 Middle 2 B 15610 11860 14580 14017 1937 Middle 2 C 11950 12800 12860 12537 509 Middle 3 A 12470 14730 12210 13137 1386 Middle 3 B 14290 13020 12780 13363 811 Middle 3 C 8910 7930 7440 8093 748 Middle 4 A 8870 10160 11100 10043 1120 Middle 4 B 12360 11590 13820 12590 1133 Middle 4 C 10120 10270 10520 10303 202 Middle 5 A 8870 9630 9580 9360 425 Middle 5 B 8260 9930 9240 9143 839 Middle 5 C 9110 9910 9850 9623 446
C-52 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point North 1 A 12530 12790 10990 12103 973 North 1 B 14080 17950 10640 14223 3657 North 1 C 12160 9340 11610 11037 1495 North 2 A 11870 12120 12420 12137 275 North 2 B 12210 16620 15940 14923 2374 North 2 C 12760 11170 13550 12493 1212 North 3 A 15060 14520 12870 14150 1141 North 3 B 14820 13270 14580 14223 834 North 3 C 12680 11390 12010 12027 645 North 4 A 14710 15800 16440 15650 875 North 4 B 21490 16870 15250 17870 3238 North 4 C 13360 15370 13660 14130 1084 North 5 A 13390 15150 13980 14173 896 North 5 B 12450 13650 17580 14560 2683 North 5 C 11780 14210 10560 12183 1858
C-53 Table 24. Dielectric measured by GPR in TH-23, MN Base Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 (South) 1 No test 10.1 10.1 10.1 2 No test 10.5 10.5 10.5 3 No test 10.5 10.5 10.5 4 No test 9.2 11.0 10.1 5 No test 8.7 9.8 9.3 10.1 2 (Middle) 1 No test 9.3 10.4 9.8 2 No test 9.6 10.5 10.0 3 No test 9.2 12.5 10.8 4 No test 8.3 11.6 9.9 5 No test 8.5 9.4 8.9 9.9 3 (North) 1 No test 8.7 10.9 9.8 2 No test 8.6 9.6 9.1 3 No test 8.9 9.6 9.3 4 No test 8.9 10.2 9.5 5 No test 8.9 10.0 9.4 9.4 Average lot 1 by row No test 9.8 10.4 Average lot 2 by row No test 8.9 10.9 Average lot 3 by row No test 8.8 10.0 Average project by row No test 9.2 10.4 Average project No test 9.8
C-54 Table 25. Modulus measured by LWD 1 in TH-23, MN Base, psi Note: Test repetitions were performed at individual points as shown in Table 26 Lot # Sublot A B C Average Lot Average 1 (South) 1 14739 70918 21626 35761 2 9963 22392 25700 19352 3 50979 38683 16580 35414 4 74771 21062 23020 39617 5 25669 27653 17592 23638 30756 2 (Middle) 1 175004 20889 14737 70210 2 54158 88159 21196 54504 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data 62357 3 (North) 1 No Data No Data No Data 2 No Data No Data No Data 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data Average lot 1 by row 35224 36142 20904 Average lot 2 by row 114581 54524 17967 Average lot 3 by row No Data No Data No Data Average project by row 57897 41394 20064 Average project 39785
C-55 Table 26. Repeatability in Modulus measurements by LWD 1 in TH-23, MN Base, psi Note: Summary of test results are shown in Table 25 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi South 1 3.9 0.14 3783 6 0.14 5820 6.7 0.17 5352 5.7 0.15 5160 11.3 0.03 51151 7.6 0.12 8601 10.6 0.07 20564 12.3 0.03 55678 12.3 0.08 20879 10.3 0.12 11656 13.1 0.03 59299 14.4 0.1 19555 10.6 0.12 11996 14.4 0.02 97776 14.4 0.08 24444 Average 14739 70918 21626 Std dev 5048 23330 2529 South 2 2.4 0.21 1386 6.2 0.19 3957 12.1 0.12 12226 5.5 0.14 4763 9 0.18 6062 14.4 0.09 19400 9.3 0.1 11276 13.1 0.13 12218 15.9 0.07 27541 8.3 0.15 6709 14.1 0.04 42741 16.4 0.07 28407 10.8 0.11 11905 13.1 0.13 12218 15.7 0.09 21151 Average 9963 22392 25700 Std dev 2836 17622 3963 South 3 5.7 0.16 4320 8.5 0.13 7928 12.1 0.12 12226 11.1 0.04 33647 12.3 0.1 14914 9.8 0.17 6990 13.6 0.03 54967 14.4 0.03 58200 13.1 0.1 15884 13.9 0.05 33707 12.3 0.13 11472 15.2 0.08 23037 15.9 0.03 64262 15.3 0.04 46378 11.6 0.13 10819 Average 50979 38683 16580 Std dev 15663 24296 6139
C-56 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi South 4 12.1 0.13 11286 10.6 0.16 8033 11.3 0.15 9134 13.1 0.12 13236 12.9 0.1 15641 13.1 0.15 10589 12.6 0.14 10912 17.3 0.09 23307 15.7 0.1 19036 17.2 0.02 104275 13.9 0.09 18726 16.4 0.1 19885 18 0.02 109125 15.7 0.09 21151 17.4 0.07 30139 Average 74771 21062 23020 Std dev 55356 2292 6180 South 5 8 0.11 8818 4.2 0.2 2546 9.5 0.16 7199 12.1 0.09 16301 12.3 0.05 29827 12.1 0.09 16301 13.6 0.04 41225 11.3 0.13 10539 11.8 0.13 11006 13.6 0.09 18322 12.9 0.11 14219 15.2 0.1 18430 14.4 0.1 17460 14.4 0.03 58200 15.4 0.08 23341 Average 25669 27653 17592 Std dev 13479 26518 6210 Middle 1 10.1 0.12 10205 10.6 0.18 7140 12.1 0.14 10479 14.4 0.01 174600 16.4 0.09 22094 9.3 0.2 5638 16.2 0.01 196424 14.9 0.13 13897 15.2 0.11 16754 18.2 0.02 110337 17.2 0.09 23172 16.2 0.1 19642 18 0.01 218249 19 0.09 25597 11.6 0.18 7814 Average 175004 20889 14737 Std dev 57056 6175 6167
C-57 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi Middle 2 8.5 0.19 5424 7.2 0.11 7936 11.3 0.11 12456 14.4 0.12 14550 9 0.13 8394 13.4 0.11 14770 13.4 0.03 54158 12.1 0.08 18339 15.2 0.09 20478 13.6 0.01 164900 15.2 0.08 23037 13.4 0.02 81237 14.9 0.09 20074 Average 54158 88159 21196 Std dev 0 73525 1607 Middle 3 No data No data No data North 1-5 No data No data No data * Average modulus values are calculated using load-deflection data for drops 3, 4, and 5. Drops 1 and 2 are considered seating drops. Calibration factors for load and deflection were 0.7 and 4.0 for this LWD device Modulus is determined from the following expression: ( ) 145.0*1000***12)( 2 δν AreaPapsiE â= ν is the Poissonâs ration (recommended value is 0.4 for this device) a is radius of the load plate in mm (100 mm in this project) P is the contact pressure kPa δ is the deflection measured by the LWD in mm 0.145 is the conversion factor to express modulus in psi
C-58 Table 27. Modulus measured by LWD 2 in TH-23, MN Base, psi Note: Test repetitions were performed at individual points as shown in Table 28 Lot # Sublot A B C Average Lot Average 1 (South) 1 9629 14001 11210 11613 2 7398 18510 7099 11003 3 17205 27640 6676 17174 4 34798 32926 10133 25952 5 19282 12434 8248 13321 15813 2 (Middle) 1 19211 14132 7950 13764 2 28140 19439 8956 18845 3 11033 11290 7364 9896 4 11258 No Data No Data 11258 5 7594 6324 7538 7152 12325 3 (North) 1 No Data No Data No Data 2 No Data No Data No Data 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data Average lot 1 by row 17662 21102 8673 Average lot 2 by row 15447 12796 7952 Average lot 3 by row No Data No Data No Data Average project by row 16555 17411 8353 Average project 14194
C-59 Table 28. Repeatability in Modulus measurements by LWD 2 in TH-23, MN Base, psi Note: Summary of test results are shown in Table 27 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi South 1 9.1 116 27035 7.76 238 11236 7.86 196 13820 7.89 223 12193 7.83 236 11434 8.24 282 10070 8.25 332 8564 8.09 186 14989 8.23 244 11624 8.02 258 10713 8.24 205 13852 8.21 264 10717 8.17 293 9609 8.25 216 13163 8.19 250 11290 Average 9629 14001 11210 Std dev 1075 922 459 South 2 8.49 801 3653 8.23 230 12332 7.77 617 4340 8.25 368 7726 8.05 196 14154 8.14 368 7623 8.15 359 7824 7.95 120 22831 8.23 343 8269 8.21 377 7505 8.2 172 16430 7.83 513 5260 7.97 400 6867 8.12 172 16269 8.25 366 7768 Average 7398 18510 7099 Std dev 487 3743 1612 South 3 7.77 171 15659 8.09 104 26808 7.72 398 6685 8.19 153 18447 8.32 88 32583 7.99 364 7565 8.07 178 15624 8.12 96 29149 7.94 563 4860 7.83 156 17297 7.98 97 28352 8.15 375 7490 8.19 151 18692 8.04 109 25420 8.11 364 7678 Average 17205 27640 6676
C-60 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi Std dev 1536 1964 1575 South 4 7.9 97 28067 8.01 67 41201 8.07 271 10262 8.21 84 33683 8.17 75 37541 8.01 253 10911 8.26 83 34296 8.15 90 31208 7.89 301 9033 8.11 83 33673 8.09 80 34850 8.09 263 10601 8.35 79 36425 8.07 85 32719 8.06 258 10766 Average 34798 32926 10133 Std dev 1443 1830 956 South 5 8.28 100 28535 7.71 164 16202 7.88 513 5294 8.21 100 28294 8.16 141 19944 7.57 571 4569 8.18 173 16295 7.98 219 12558 7.59 324 8073 8.17 133 21170 7.94 723 3785 8.06 303 9167 8.28 140 20382 8.15 134 20960 8.1 372 7504 Average 19282 12434 8248 Std dev 2617 8588 845 Middle 1 8.14 169 16599 9.93 265 12914 7.78 399 6720 8.18 154 18305 8.48 205 14256 7.87 396 6849 8.77 163 18542 8.32 202 14194 8.09 380 7337 8.77 152 19884 8.3 201 14231 8.18 337 8365 8.75 157 19207 8.31 205 13970 8.11 343 8148 Average 19211 14132 7950 Std dev 671 141 542
C-61 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi Middle 2 8.15 123 22835 7.95 166 16505 8.17 331 8506 8.23 103 27536 8.19 152 18569 8.17 321 8771 8.49 115 25442 8.1 145 19251 8.12 308 9086 7.95 88 31134 8.17 140 20111 8.07 318 8746 8.08 100 27846 7.7 140 18954 8.13 310 9038 Average 28140 19439 8956 Std dev 2857 601 184 Middle 3 8.32 351 8169 7.84 378 7148 7.86 481 5631 8.14 260 10789 8.21 267 10597 7.96 319 8599 8.28 250 11414 8.17 251 11217 8.16 308 9130 8.32 263 10902 8.09 249 11197 7.61 562 4667 8.23 263 10784 8.21 247 11455 7.99 332 8294 Average 11033 11290 7364 Std dev 335 143 2373 Middle 4 8.08 262 10628 NO Data No Data 8.25 253 11238 8.18 251 11231 8.2 255 11082 8.18 246 11459 Average 11258 Std dev 190
C-62 Lot Sublot Point A Point B Point C Load, kN Deflection, mm Modulus, psi * Load, kN Deflection, mm Modulus, psi Load, kN Deflection, mm Modulus, psi Middle 5 7.72 379 7020 8.1 559 4993.7 8.16 642 4380 8.16 357 7877 7.92 564 4839.4 7.94 395 6927 8.28 359 7948 8.02 467 5918.4 8.02 345 8011 8.16 336 8369 8.15 433 6486.6 8.04 365 7591 9.51 507 6464 8.08 424 6567.4 8.14 400 7013 Average 7594 6324 7538 Std dev 1001 354 501 * Average modulus values are calculated using load-deflection data for drops 3, 4, and 5. Drops 1 and 2 are considered seating drops. Modulus is determined from the following expression: ( ) δν paMPaE **12)( 2â= ν is the Poissonâs ration (recommended value is 0.4 for this device) a is radius of the load plate in mm (100 mm in this project) p is the contact pressure kPa d is measured deflection μm The calculations used a conversion factor of 145 to express modulus in psi
C-63 Table 29. Modulus measured by DSPA in TH-23, MN Base, psi Note: Test repetitions were performed at individual points as shown in Table 30 Lot # Sublot A B C Average Lot Average 1 (South) 1 50333 111333 64167 75278 2 41167 67167 41167 49833 3 89833 95500 48667 78000 4 236000 183167 120333 179833 5 146667 85833 39667 90722 94733 2 (Middle) 1 173000 86667 15833 91833 2 158667 116667 43333 106222 3 61500 47167 31833 46833 4 30000 68000 20667 39556 5 24167 29833 27833 27278 62344 3 (North) 1 34667 58500 27667 40278 2 56833 93833 75000 75222 3 104833 130833 51000 95556 4 63833 188833 98167 116944 5 99167 127500 55333 94000 84400 Average lot 1 by row 112800 108600 62800 Average lot 2 by row 89467 69667 27900 Average lot 3 by row 71867 119900 61433 Average project by row 91378 99389 50711 Average project 80493
C-64 Table 30. Repeatability in Modulus measurements by DSPA in TH-23, MN Base, psi Note: Summary of test results are shown in Table 29 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point South 1 A 59000 48000 44000 50333 7767 South 1 B 125000 117000 92000 111333 17214 South 1 C 62000 52000 78500 64167 13382 South 2 A 42500 39000 42000 41167 1893 South 2 B 79500 63000 59000 67167 10867 South 2 C 32500 55000 36000 41167 12107 South 3 A 100500 88000 81000 89833 9878 South 3 B 97500 97000 92000 95500 3041 South 3 C 48000 55000 43000 48667 6028 South 4 A 207000 250000 251000 236000 25120 South 4 B 183000 146000 220500 183167 37250 South 4 C 114500 114000 132500 120333 10540 South 5 A 147500 146000 146500 146667 764 South 5 B 96000 83500 78000 85833 9224 South 5 C 44000 40000 35000 39667 4509 Middle 1 A 177500 182000 159500 173000 11906 Middle 1 B 78000 98000 84000 86667 10263 Middle 1 C 17000 14000 16500 15833 1607 Middle 2 A 154000 159000 163000 158667 4509 Middle 2 B 109000 109000 132000 116667 13279 Middle 2 C 36000 54000 40000 43333 9452 Middle 3 A 53000 56500 75000 61500 11822 Middle 3 B 42000 51000 48500 47167 4646 Middle 3 C 22500 45000 28000 31833 11730 Middle 4 A 31000 24500 34500 30000 5074 Middle 4 B 59000 75500 69500 68000 8352 Middle 4 C 19000 22500 20500 20667 1756 Middle 5 A 24500 23500 24500 24167 577 Middle 5 B 29000 29000 31500 29833 1443 Middle 5 C 30500 31000 22000 27833 5058 North 1 A 36000 32000 36000 34667 2309
C-65 North 1 B 59000 64500 52000 58500 6265 North 1 C 20000 25000 38000 27667 9292 North 2 A 57500 54000 59000 56833 2566 North 2 B 92000 97500 92000 93833 3175 North 2 C 65000 79500 80500 75000 8675 North 3 A 100500 114000 100000 104833 7943 North 3 B 136000 142500 114000 130833 14936 North 3 C 58000 43000 52000 51000 7550 North 4 A 65500 65000 61000 63833 2466 North 4 B 177000 182500 207000 188833 15971 North 4 C 94000 100500 100000 98167 3617 North 5 A 100500 88000 109000 99167 10563 North 5 B 133000 132000 117500 127500 8675 North 5 C 59000 57000 50000 55333 4726
C-66 Table 31. Moisture Density determined from Sand Cone Test in TH-23, MN Base Lot- Sublot Point Moisture Content, % by dry weight Optimum Moisture Content, % Dry Density, pcf Max Density, pcf Wet Density, pcf Moisture Density Curve Used for Determination 1-1C 4.4 7.8 139.4 135.3 145.5 38 1-2C 4.3 7.8 140.7 135.3 146.8 38 3-2C 4.4 7.8 139.2 135.3 145.32 38 2-5C 4.3 7.8 141.0 135.3 147.06 38 1-5C 4.0 7.8 141.6 135.3 147.3 38 4.3 7.8 140.4 135.3 146.4
C-67 Table 32. Summary of Resilient Modulus Test Results in TH-23, MN Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 4.8 3.0 3.0 10.8 0.9 1.8 13564 10638 2 9.8 6.0 6.0 21.8 1.8 3.8 20400 19980 3 16.7 10.0 10.0 36.7 3.2 6.7 29361 31017 4 25.2 15.0 15.0 55.2 4.8 10.2 41365 42965 5 33.5 20.0 20.0 73.5 6.4 13.5 53826 53399 6 6.3 3.0 3.0 12.3 1.5 3.3 13100 11609 7 12.8 6.0 6.0 24.8 3.2 6.8 20411 21235 8 21.6 10.0 10.0 41.6 5.5 11.6 30317 31879 9 32.4 15.0 15.0 62.4 8.2 17.4 43162 42767 10 43.1 20.0 20.0 83.1 10.9 23.1 56040 51782 11 9.2 3.0 3.0 15.2 2.9 6.2 13635 13397 12 18.8 6.0 6.0 30.8 6.0 12.7 22340 23368 13 31.2 10.0 10.0 51.2 10.0 21.2 33663 33363 14 46.8 15.0 15.0 76.8 15.0 31.8 46560 42828 15 62.4 20.0 20.0 102.4 20.0 42.4 56568 50173 16 12.2 3.0 3.0 18.2 4.3 9.2 14613 15010 17 24.6 6.0 6.0 36.6 8.8 18.6 23865 25117 18 40.9 10.0 10.0 60.9 14.6 30.9 34393 34619 19 61.2 15.0 15.0 91.2 21.8 46.2 44551 43175 20 81.5 20.0 20.0 121.5 29.0 61.5 54098 49585 21 18.1 3.0 3.0 24.1 7.1 15.1 15819 17758 22 36.1 6.0 6.0 48.1 14.2 30.1 24931 27865 23 58.1 10.0 10.0 78.1 22.7 48.1 33621 36494 24 90.0 15.0 15.0 120.0 35.4 75.0 44141 44149 25 119.9 20.0 20.0 159.9 47.1 99.9 54656 49553 26 23.5 3.0 3.0 29.5 9.7 20.5 16816 19816 27 47.6 6.0 6.0 59.6 19.6 41.6 27406 30044 28 79.2 10.0 10.0 99.2 32.6 69.2 36487 38361 29 118.6 15.0 15.0 148.6 48.8 103.6 30 157.5 20.0 20.0 197.5 64.8 137.5 50076 Repetition 2 1 4.8 3.0 3.0 10.8 0.8 1.8 11210 9685 2 9.9 6.0 6.0 22.0 1.9 3.9 17380 18802
C-68 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 3 16.7 10.0 10.0 36.7 3.2 6.7 27038 29704 4 25.2 15.0 15.0 55.2 4.8 10.2 40178 41880 5 33.6 20.0 20.0 73.6 6.4 13.6 53635 52722 6 6.3 3.0 3.0 12.3 1.6 3.3 11429 10706 7 12.9 6.0 6.0 24.9 3.2 6.9 18684 20119 8 21.6 10.0 10.0 41.6 5.5 11.6 29305 30845 9 32.4 15.0 15.0 62.4 8.2 17.4 43144 42185 10 43.1 20.0 20.0 83.1 10.9 23.1 56544 51845 11 9.3 3.0 3.0 15.3 3.0 6.3 13132 12517 12 18.8 6.0 6.0 30.8 6.0 12.8 21976 22429 13 31.3 10.0 10.0 51.2 10.0 21.3 33876 32824 14 46.8 15.0 15.0 76.8 15.0 31.8 46865 43078 15 62.3 20.0 20.0 102.3 19.9 42.3 57194 51336 16 12.3 3.0 3.0 18.3 4.4 9.3 14666 14153 17 24.6 6.0 6.0 36.6 8.8 18.6 24026 24365 18 40.9 10.0 10.0 60.9 14.6 30.9 34847 34540 19 61.2 15.0 15.0 91.2 21.8 46.2 45392 44116 20 81.6 20.0 20.0 121.6 29.0 61.6 55281 51600 21 18.1 3.0 3.0 24.1 7.1 15.1 16465 16948 22 36.0 6.0 6.0 48.1 14.2 30.0 25495 27558 23 58.2 10.0 10.0 78.2 22.7 48.2 34584 37158 24 90.1 15.0 15.0 120.0 35.4 75.1 45867 46233 25 119.9 20.0 20.0 159.9 47.1 99.9 56501 52921 26 23.4 3.0 3.0 29.4 9.6 20.4 17708 19098 27 47.6 6.0 6.0 59.7 19.6 41.6 28113 30189 28 79.4 10.0 10.0 99.4 32.7 69.4 37456 39829 29 118.7 15.0 15.0 148.7 48.9 103.7 45939 48227 30 157.5 20.0 20.0 197.5 64.8 137.5 54519 Repetition 3 1 4.9 3.0 3.0 10.9 0.9 1.9 17011 13361 2 9.9 6.0 6.0 21.9 1.8 3.9 22830 23548 3 16.7 10.0 10.0 36.7 3.1 6.7 31454 34973 4 25.2 15.0 15.0 55.2 4.8 10.2 44963 47049 5 33.5 20.0 20.0 73.5 6.4 13.5 60398 57377 6 6.4 3.0 3.0 12.4 1.6 3.4 16571 14506 7 12.8 6.0 6.0 24.8 3.2 6.8 22819 24935
C-69 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 8 21.6 10.0 10.0 41.6 5.5 11.6 32889 36076 9 32.4 15.0 15.0 62.4 8.2 17.4 47971 47222 10 43.4 20.0 20.0 83.4 11.0 23.4 62775 56332 11 9.2 3.0 3.0 15.2 2.9 6.2 17223 16492 12 18.7 6.0 6.0 30.7 6.0 12.7 25575 27329 13 31.3 10.0 10.0 51.2 10.0 21.3 38049 37946 14 46.9 15.0 15.0 76.9 15.0 31.9 52504 47888 15 62.6 20.0 20.0 102.6 20.1 42.6 62410 55594 16 12.1 3.0 3.0 18.1 4.3 9.1 18146 18284 17 24.5 6.0 6.0 36.5 8.7 18.5 27557 29322 18 40.8 10.0 10.0 60.8 14.5 30.8 39755 39534 19 61.2 15.0 15.0 91.2 21.8 46.2 51549 48710 20 81.6 20.0 20.0 121.6 29.0 61.6 61403 55632 21 18.0 3.0 3.0 24.0 7.1 15.0 19802 21383 22 36.1 6.0 6.0 48.1 14.2 30.1 30297 32539 23 58.1 10.0 10.0 78.1 22.7 48.1 40853 41953 24 89.9 15.0 15.0 119.9 35.3 74.9 51169 50461 25 119.8 20.0 20.0 159.8 47.1 99.8 61074 56539 26 23.3 3.0 3.0 29.3 9.6 20.3 20356 23694 27 47.6 6.0 6.0 59.6 19.6 41.6 31901 35099 28 79.2 10.0 10.0 99.2 32.6 69.3 42081 44380 29 118.6 15.0 15.0 148.5 48.8 103.6 48093 52136 30 157.3 20.0 20.0 197.3 64.7 137.3 57770 1 4.9 3.0 3.0 10.9 0.9 1.9 17011 13361 2 9.9 6.0 6.0 21.9 1.8 3.9 22830 23548 Calculated Mr coefficients Rep 1 Rep 2 Rep 3 K1 1,014.3 933.9 1,223.3 K2 0.964 0.996 0.863 K3 -0.765 -0.716 -0.637
C-70 Deviator Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 10. Resilient Modulus vs. Deviator Stress in TH-23, MN Base Rep 1 Bulk Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (ps i) R es ili en t M od ul us (p si ) Figure 11. Bulk stress vs. Resilient Modulus in TH-23, MN Base â Rep 1 y = 0.8976x + 3085 R2 = 0.9743 0 10000 20000 30000 40000 50000 60000 0 10000 20000 30000 40000 50000 60000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 12. Predicted vs Measured Resilient Modulus in TH-23, MN Base â Rep 1
C-71 Deviator Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 13. Resilient Modulus vs. Deviator Stress in TH-23, MN Base â Rep 2 Bulk Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (ps i) R es ili en t M od ul us (p si ) Figure 14. Bulk stress vs. Resilient Modulus in TH-23, MN Base â Rep 2 y = 0.9205x + 2423.5 R2 = 0.9805 0 10000 20000 30000 40000 50000 60000 70000 0 10000 20000 30000 40000 50000 60000 70000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 15. Predicted vs Measured Resilient Modulus in TH-23, MN Base â Rep 2
C-72 Deviator Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 16. Resilient Modulus vs. Deviator Stress in TH-23, MN Base â Rep 3 Bulk Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (ps i) R es ili en t M od ul us (p si ) Figure 17. Bulk stress vs. Resilient Modulus in TH-23, MN Base â Rep 3 y = 0.8836x + 4097.8 R2 = 0.9654 0 10000 20000 30000 40000 50000 60000 70000 0 10000 20000 30000 40000 50000 60000 70000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 18. Predicted vs Measured Resilient Modulus in TH-23, MN Base â Rep 3
C-73 US-280, AL GRANULAR BASE TESTING Base 1 Median Shoulder East bound 3 â§â§â§ 1936+00 US-280 base layer test sections West bound Base 2 Base 3 Base 4 R ou te 1 21 B R I D G E 1 â§â§â§ 2 â§â§â§ 4â§â§â§ 5 â§â§â§ 1936+40 1936+80 1937+20 1937+60 3 â§â§â§1942+00 1 â§â§â§ 2 â§â§â§ 4 â§â§â§ 5â§â§â§ 1942+40 1942+80 1943+20 1943+60 3 â§â§â§ 1936+00 1 â§â§â§ 2 â§â§â§ 4 â§â§â§ 5 â§â§â§ 1936+40 1936+80 1937+20 1937+60 3 â§â§â§1942+00 1 â§â§â§ 2â§â§â§ 4 â§â§â§ 5â§â§â§ 1942+40 1942+80 1943+20 1943+60 Shoulder A B C â§â§â§ ⢠In each sublot, points A, B, C are spaced 5 feet apart ⢠Station shown in for Point B
C-74 Table 33. Test point station information for Base section test at US-280, AL Lot Sublot Station and Offset A B C Base 1 1 1935+95 L 1936+00 L 1936+05 L Base 1 2 1936+35 L 1936+40 L 1936+45 L Base 1 3 1936+75 L 1936+80 L 1936+85 L Base 1 4 1937+15 L 1937+20 L 1937+25 L Base 1 5 1937+55 L 1937+60 L 1937+65 L Base 2 1 1935+95 R 1936+00 R 1936+05 R Base 2 2 1936+35 R 1936+40 R 1936+45 R Base 2 3 1936+75 R 1936+80 R 1936+85 R Base 2 4 1937+15 R 1937+20 R 1937+25 R Base 2 5 1937+55 R 1937+60 R 1937+65 R Base 3 1 1941+95 L 1942+00 L 1942+05 L Base 3 2 1942+35 L 1942+40 L 1942+45 L Base 3 3 1942+75 L 1942+80 L 1942+85 L Base 3 4 1943+15 L 1943+20 L 1943+25 L Base 3 5 1943+55 L 1943+60 L 1943+65 L Base 4 1 1941+95 R 1942+00 R 1942+05 R Base 4 2 1942+35 R 1942+40 R 1942+45 R Base 4 3 1942+75 R 1942+80 R 1942+85 R Base 4 4 1943+15 R 1943+20 R 1943+25 R Base 4 5 1943+55 R 1943+60 R 1943+65 R
C-75 Table 34. Penetration Index measured by DCP in US-280, AL Base, mm/blow Note: Test data for number of blows vs penetration is shown in Table 35. Lot # Sublot A B C Average Lot Average 1 1 2.75 1.52 1.48 1.92 2 4.42 1.89 3.84 3.38 3 2.19 0.97 1.02 1.39 4 1.81 0.96 1.00 1.25 5 2.08 1.01 0.87 1.32 1.85 2 1 3.97 1.64 1.82 2.48 2 4.31 1.67 1.66 2.55 3 3.04 1.10 1.11 1.75 4 No Data No Data No Data 5 No Data No Data No Data 2.26 3 1 2.31 1.23 1.03 1.52 2 2.58 1.18 1.23 1.67 3 3.07 1.32 1.20 1.86 4 2.84 1.57 1.31 1.91 5 2.76 1.39 1.35 1.83 1.76 4 1 3.80 2.25 1.92 2.66 2 3.60 1.59 1.56 2.25 3 4.05 1.78 2.33 2.72 4 4.26 2.03 2.09 2.79 5 4.58 2.08 2.40 3.02 2.69 Average lot 1 by row 2.65 1.27 1.64 Average lot 2 by row 3.77 1.47 1.53 Average lot 3 by row 2.71 1.34 1.22 Average lot 4 by row 4.06 1.95 2.06 Average project by row 3.25 1.51 1.62 Average project 2.13
C-76 Table 35. Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 1 Base 1 Base 1 Base 1 Base 1 Base 1 Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 0 0 0 0 5 20 20 17 4.00 1.18 1.00 10 34 37 31 3.40 1.95 1.63 15 47 52 45 3.13 1.21 1.05 20 59 67 60 2.95 1.26 1.13 25 68 78 76 2.72 1.26 1.23 30 74 92 89 2.47 1.31 1.27 35 83 109 105 2.37 1.40 1.35 40 93 123 121 2.33 1.46 1.44 45 104 139 142 2.31 1.58 1.61 50 119 158 162 2.38 1.63 1.67 55 135 181 189 2.45 1.71 1.78 60 150 206 220 2.50 1.79 1.91 65 166 246 248 2.55 2.08 2.10 70 189 2.70 75 211 2.81 80 232 2.90 85 90 95 100 105 110 Average at point 2.75 1.52 1.48
C-77 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 1 Base 1 Base 1 Base 1 Base 1 Base 1 Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 0 3 3 0 5 28 30 28 5.00 1.59 1.65 10 43 53 46 4.00 2.63 2.42 15 58 71 66 3.67 1.58 1.53 20 80 87 86 3.85 1.58 1.62 25 102 102 107 3.96 1.60 1.73 30 128 122 132 4.17 1.70 1.89 35 159 138 155 4.46 1.73 1.99 40 208 165 182 5.13 1.93 2.17 45 252 192 2003 5.53 2.15 22.76 50 209 219 2.12 2.26 55 220 237 2.05 2.24 60 230 1.97 65 70 75 80 85 90 95 100 105 110 Average at point 4.42 1.89 3.84
C-78 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 1 Base 1 Base 1 Base 1 Base 1 Base 1 Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 0 3 0 0 5 22 16 15 3.80 0.94 0.88 10 35 25 26 3.20 1.32 1.37 15 45 39 38 2.80 0.91 0.88 20 53 50 47 2.50 0.94 0.89 25 61 57 57 2.32 0.92 0.92 30 68 67 66 2.17 0.96 0.94 35 74 72 77 2.03 0.92 0.99 40 80 80 88 1.93 0.95 1.05 45 84 82 95 1.80 0.93 1.08 50 93 94 102 1.80 0.97 1.05 55 102 101 113 1.80 0.95 1.07 60 108 107 121 1.75 0.93 1.05 65 118 115 125 1.77 0.97 1.06 70 127 120 136 1.77 75 136 128 150 1.77 80 152 135 164 1.86 85 178 142 187 90 203 150 205 95 228 163 227 100 186 105 210 110 250 Average at point 2.19 0.97 1.02
C-79 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 1 Base 1 Base 1 Base 1 Base 1 Base 1 Sublot 4 4 4 4 4 4 Point A B C A B C N um be r o f b lo w s 0 0 1 0 5 15 17 17 3.00 0.94 1.00 10 22 28 19 2.20 1.42 1.00 15 31 42 43 2.07 0.95 1.00 20 38 48 53 1.90 0.89 1.00 25 49 56 62 1.96 0.89 1.00 30 53 63 70 1.77 0.89 1.00 35 61 69 78 1.74 0.87 1.00 40 66 81 84 1.65 0.95 1.00 45 72 84 88 1.60 0.94 1.00 50 78 92 97 1.56 0.94 1.00 55 88 98 106 1.60 0.92 1.00 60 95 107 115 1.58 0.92 1.00 65 104 108 118 1.60 0.91 1.00 70 112 116 125 1.60 75 117 122 136 1.56 80 123 128 146 1.54 85 131 137 161 90 143 146 183 95 163 155 206 100 199 173 226 105 235 191 110 207 Average at point 1.81 0.96 1.00
C-80 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 1 Base 1 Base 1 Base 1 Base 1 Base 1 Sublot 5 5 5 5 5 5 Point A B C A B C N um be r o f b lo w s 0 0 2 0 5 17 19 12 3.40 1.00 0.71 10 26 33 25 2.60 1.63 1.32 15 38 45 33 2.53 1.00 0.77 20 41 50 43 2.05 0.91 0.81 25 49 58 48 1.96 0.90 0.77 30 59 64 55 1.97 0.89 0.79 35 64 74 63 1.83 0.92 0.81 40 75 82 71 1.88 0.95 0.85 45 82 91 78 1.82 1.01 0.89 50 90 99 84 1.80 1.00 0.87 55 98 105 95 1.78 0.97 0.90 60 110 112 105 1.83 0.96 0.91 65 120 122 117 1.85 1.02 0.99 70 134 132 127 1.91 75 151 143 145 2.01 80 160 153 164 2.00 85 173 171 183 90 191 182 201 95 213 196 218 100 241 212 238 105 110 Average at point 2.08 1.01 0.87
C-81 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 2 Base 2 Base 2 Base 2 Base 2 Base 2 Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 0 13 11 8 5 35 30 34 4.40 1.12 1.53 10 56 51 52 4.30 2.11 2.32 15 72 70 67 3.93 1.37 1.37 20 93 87 83 4.00 1.43 1.42 25 108 102 100 3.80 1.47 1.48 30 125 117 117 3.73 1.51 1.56 35 144 134 139 3.74 1.58 1.68 40 163 152 159 3.75 1.68 1.80 45 182 182 207 3.76 1.94 2.26 50 228 227 280 4.30 2.23 2.80 55 60 65 70 75 80 85 90 95 100 105 110 Average at point 3.97 1.64 1.82
C-82 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 2 Base 2 Base 2 Base 2 Base 2 Base 2 Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 0 8 2 13 5 29 21 32 4.20 1.12 1.12 10 50 38 52 4.20 1.89 2.05 15 70 53 64 4.13 1.19 1.19 20 88 68 80 4.00 1.25 1.26 25 111 87 98 4.12 1.37 1.37 30 133 105 121 4.17 1.47 1.54 35 157 128 139 4.26 1.62 1.62 40 185 151 165 4.43 1.77 1.81 45 217 180 191 4.64 2.02 2.02 50 257 222 216 4.98 2.27 2.09 55 260 249 2.43 2.23 60 65 70 75 80 85 90 95 100 105 110 Average at point 4.31 1.67 1.66
C-83 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 2 Base 2 Base 2 Base 2 Base 2 Base 2 Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 0 5 0 0 5 22 11 15 3.40 0.65 0.88 10 37 23 30 3.20 1.21 1.58 15 50 38 39 3.00 0.88 0.91 20 63 48 49 2.90 0.91 0.92 25 75 58 60 2.80 0.94 0.97 30 89 70 73 2.80 1.00 1.04 35 103 83 80 2.80 1.06 1.03 40 116 95 92 2.78 1.13 1.10 45 133 109 101 2.84 1.24 1.15 50 156 119 113 3.02 1.23 1.16 55 188 136 126 3.33 1.28 1.19 60 220 148 140 3.58 1.29 1.22 65 180 159 1.53 1.35 70 204 179 75 238 201 80 222 85 243 90 95 100 105 110 Average at point 3.04 1.10 1.11 Sublots 4 and 5 in Lot Base 2 were not tested
C-84 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 3 Base 3 Base 3 Base 3 Base 3 Base 3 Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 0 1 0 10 5 20 23 31 3.80 1.35 1.24 10 30 39 41 2.90 2.05 1.63 15 42 48 52 2.73 1.12 0.98 20 53 58 61 2.60 1.09 0.96 25 60 71 69 2.36 1.15 0.95 30 67 79 78 2.20 1.13 0.97 35 75 87 82 2.11 1.12 0.92 40 84 98 88 2.08 1.17 0.93 45 94 105 95 2.07 1.19 0.97 50 101 112 104 2.00 1.15 0.97 55 106 122 112 1.91 1.15 0.96 60 118 131 116 1.95 1.14 0.92 65 130 139 124 1.98 1.18 0.97 70 143 147 133 2.03 75 156 156 147 2.07 80 171 173 159 2.13 85 190 194 170 90 210 218 185 95 205 100 235 105 110 Average at point 2.31 1.23 1.03
C-85 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 3 Base 3 Base 3 Base 3 Base 3 Base 3 Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 0 0 0 0 5 20 18 18 4.00 1.06 1.06 10 34 32 34 3.40 1.68 1.79 15 45 45 46 3.00 1.05 1.07 20 55 56 54 2.75 1.06 1.02 25 62 63 69 2.48 1.02 1.11 30 70 75 77 2.33 1.07 1.10 35 81 82 87 2.31 1.05 1.12 40 89 93 99 2.23 1.11 1.18 45 99 106 109 2.20 1.20 1.24 50 110 117 123 2.20 1.21 1.27 55 121 132 136 2.20 1.25 1.28 60 134 146 152 2.23 1.27 1.32 65 147 160 168 2.26 1.36 1.42 70 170 178 194 2.43 75 195 197 218 2.60 80 217 208 236 2.71 85 235 223 90 95 100 105 110 Average at point 2.58 1.18 1.23
C-86 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 3 Base 3 Base 3 Base 3 Base 3 Base 3 Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 0 0 6 2 5 23 25 23 4.60 1.12 1.24 10 48 43 36 4.80 1.95 1.79 15 52 57 49 3.47 1.19 1.09 20 65 72 59 3.25 1.25 1.08 25 74 83 71 2.96 1.24 1.11 30 87 90 79 2.90 1.20 1.10 35 96 97 90 2.74 1.17 1.13 40 108 113 99 2.70 1.27 1.15 45 122 122 105 2.71 1.32 1.17 50 131 135 115 2.62 1.33 1.16 55 144 146 125 2.62 1.32 1.16 60 161 162 135 2.68 1.36 1.16 65 176 179 145 2.71 1.47 1.21 70 186 206 162 2.66 75 205 233 174 2.73 80 238 190 2.98 85 210 90 232 95 100 105 110 Average at point 3.07 1.32 1.20
C-87 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 3 Base 3 Base 3 Base 3 Base 3 Base 3 Sublot 4 4 4 4 4 4 Point A B C A B C N um be r o f b lo w s 0 5 1 0 5 28 24 23 4.60 1.35 1.35 10 41 42 36 3.60 2.16 1.89 15 56 57 50 3.40 1.30 1.16 20 67 71 60 3.10 1.32 1.13 25 75 81 76 2.80 1.29 1.23 30 87 99 83 2.73 1.40 1.19 35 95 110 96 2.57 1.40 1.23 40 104 122 102 2.48 1.44 1.21 45 113 139 115 2.40 1.57 1.31 50 121 161 127 2.32 1.65 1.31 55 132 183 138 2.31 1.72 1.30 60 142 211 152 2.28 1.83 1.32 65 156 243 170 2.32 2.05 1.44 70 175 202 2.43 75 203 234 2.64 80 285 3.50 85 90 95 100 105 110 Average at point 2.84 1.57 1.31
C-88 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 3 Base 3 Base 3 Base 3 Base 3 Base 3 Sublot 5 5 5 5 5 5 Point A B C A B C N um be r o f b lo w s 0 1 2 0 5 22 25 20 4.20 1.35 1.18 10 38 48 39 3.70 2.42 2.05 15 53 59 55 3.47 1.33 1.28 20 62 69 65 3.05 1.26 1.23 25 73 78 77 2.88 1.23 1.24 30 79 88 86 2.60 1.23 1.23 35 90 95 98 2.54 1.19 1.26 40 98 104 110 2.43 1.21 1.31 45 105 114 116 2.31 1.27 1.32 50 113 127 128 2.24 1.29 1.32 55 123 140 142 2.22 1.30 1.34 60 133 162 154 2.20 1.39 1.34 65 146 185 178 2.23 1.55 1.51 70 164 225 210 2.33 75 203 262 2.69 80 245 3.05 85 90 95 100 105 110 Average at point 2.76 1.39 1.35
C-89 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 4 Base 4 Base 4 Base 4 Base 4 Base 4 Sublot 1 1 1 1 1 1 Point A B C A B C N um be r o f b lo w s 0 7 0 7 5 27 23 30 4.00 1.35 1.35 10 46 98 51 3.90 5.16 2.32 15 62 66 72 3.67 1.53 1.51 20 78 88 91 3.55 1.66 1.58 25 98 103 112 3.64 1.66 1.69 30 113 128 136 3.53 1.83 1.84 35 134 155 165 3.63 1.99 2.03 40 154 192 202 3.68 2.29 2.32 45 184 242 241 3.93 2.75 2.66 50 230 4.46 55 60 65 70 75 80 85 90 95 100 105 110 Average at point 3.80 2.25 1.92
C-90 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 4 Base 4 Base 4 Base 4 Base 4 Base 4 Sublot 2 2 2 2 2 2 Point A B C A B C N um be r o f b lo w s 0 4 2 0 5 23 25 21 3.80 1.35 1.24 10 39 42 39 3.50 2.11 2.05 15 55 56 59 3.40 1.26 1.37 20 71 70 70 3.35 1.28 1.32 25 88 83 88 3.36 1.31 1.42 30 109 100 96 3.50 1.40 1.37 35 128 117 112 3.54 1.47 1.44 40 149 137 127 3.63 1.61 1.51 45 164 161 146 3.56 1.81 1.66 50 195 189 165 3.82 1.93 1.70 55 232 214 187 4.15 2.00 1.76 60 220 1.91 65 70 75 80 85 90 95 100 105 110 Average at point 3.60 1.59 1.56
C-91 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 4 Base 4 Base 4 Base 4 Base 4 Base 4 Sublot 3 3 3 3 3 3 Point A B C A B C N um be r o f b lo w s 0 0 2 2 5 21 28 35 4.20 1.53 1.94 10 41 45 54 4.10 2.26 2.74 15 57 63 72 3.80 1.42 1.63 20 78 80 103 3.90 1.47 1.91 25 98 97 154 3.92 1.53 2.45 30 119 114 189 3.97 1.60 2.67 35 137 135 232 3.91 1.71 2.95 40 155 161 3.88 1.89 45 188 190 4.18 2.14 50 230 218 4.60 2.23 55 60 65 70 75 80 85 90 95 100 105 110 Average at point 4.05 1.78 2.33
C-92 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 4 Base 4 Base 4 Base 4 Base 4 Base 4 Sublot 4 4 4 4 4 4 Point A B C A B C N um be r o f b lo w s 0 2 3 0 5 24 29 26 4.40 1.53 1.53 10 44 51 49 4.20 2.53 2.58 15 63 69 73 4.07 1.53 1.70 20 79 91 89 3.85 1.66 1.68 25 99 112 115 3.88 1.76 1.85 30 122 140 133 4.00 1.96 1.90 35 153 168 168 4.31 2.12 2.15 40 185 205 208 4.58 2.40 2.48 45 230 245 256 5.07 2.75 2.91 50 55 60 65 70 75 80 85 90 95 100 105 110 Average at point 4.26 2.03 2.09
C-93 Table 35 Continued, Penetration Index measured by DCP in US-280, AL Base, mm/blow Lot Penetration, mm PI, mm/blow Base 4 Base 4 Base 4 Base 4 Base 4 Base 4 Sublot 5 5 5 5 5 5 Point A B C A B C N um be r o f b lo w s 0 0 0 2 5 22 27 31 4.40 1.59 1.71 10 38 46 55 3.80 2.42 2.79 15 68 66 92 4.53 1.53 2.09 20 85 89 109 4.25 1.68 2.02 25 106 111 144 4.24 1.79 2.29 30 131 135 194 4.37 1.93 2.74 35 165 168 246 4.71 2.15 3.13 40 209 218 5.23 2.60 45 257 270 5.71 3.07 50 55 60 65 70 75 80 85 90 95 100 105 110 Average at point 4.58 2.08 2.40
C-94 Table 36. Wet density measured by EDG in US-280, AL Base, pcf Lot # Sublot A B C Average Lot Average 1 1 153.9 154.5 153.6 154.0 2 155.0 154.5 154.4 154.6 3 153.2 153.5 153.4 153.3 4 152.7 152.4 152.7 152.6 5 151.0 151.9 151.8 151.5 153.2 2 1 150.9 152.4 152.3 151.9 2 152.0 150.7 151.0 151.3 3 152.3 151.1 149.2 150.9 4 151.3 150.7 151.5 151.2 5 151.9 151.4 152.0 151.8 151.4 3 1 154.5 153.8 154.3 154.2 2 154.9 155.0 155.0 155.0 3 155.9 155.9 155.6 155.8 4 154.8 154.6 154.6 154.6 5 155.4 155.7 155.3 155.5 155.0 4 1 154.0 154.4 153.5 153.9 2 153.3 154.6 154.9 154.2 3 155.0 154.3 154.9 154.7 4 154.3 154.8 154.1 154.4 5 153.4 154.4 153.9 153.9 154.2 Average lot 1 by row 153.1 153.3 153.2 Average lot 2 by row 151.7 151.3 151.2 Average lot 3 by row 155.1 155.0 155.0 Average lot 4 by row 154.0 154.5 154.2 Average project by row 153.5 153.5 153.4 Average project 153.5
C-95 Table 37. Percent Moisture measured by EDG in US-280, AL Base Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 1 96.11 96.43 95.95 96.16 2 96.64 96.40 96.39 96.48 3 95.73 95.91 95.83 95.82 4 95.46 95.28 95.45 95.40 5 94.48 94.99 94.94 94.80 95.73 2 1 94.46 95.33 95.24 95.01 2 95.10 94.34 94.53 94.66 3 95.24 94.59 93.41 94.41 4 94.66 94.32 94.79 94.59 5 95.03 94.73 95.04 94.93 94.72 3 1 96.38 96.03 96.28 96.23 2 96.56 96.60 96.64 96.60 3 97.00 97.00 96.87 96.96 4 96.53 96.44 96.43 96.47 5 96.78 96.93 96.79 96.83 96.62 4 1 96.12 96.28 95.90 96.10 2 95.75 96.40 96.56 96.24 3 96.65 96.31 96.57 96.51 4 96.28 96.51 96.19 96.33 5 95.83 96.36 96.08 96.09 96.25 Average lot 1 by row 95.68 95.80 95.71 Average lot 2 by row 94.90 94.66 94.60 Average lot 3 by row 96.65 96.60 96.60 Average lot 4 by row 96.13 96.37 96.26 Average project by row 95.84 95.86 95.79 Average project 95.83
C-94 Table 36. Wet density measured by EDG in US-280, AL Base, pcf Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 1 153.9 154.5 153.6 154.0 2 155.0 154.5 154.4 154.6 3 153.2 153.5 153.4 153.3 4 152.7 152.4 152.7 152.6 5 151.0 151.9 151.8 151.5 153.2 2 1 150.9 152.4 152.3 151.9 2 152.0 150.7 151.0 151.3 3 152.3 151.1 149.2 150.9 4 151.3 150.7 151.5 151.2 5 151.9 151.4 152.0 151.8 151.4 3 1 154.5 153.8 154.3 154.2 2 154.9 155.0 155.0 155.0 3 155.9 155.9 155.6 155.8 4 154.8 154.6 154.6 154.6 5 155.4 155.7 155.3 155.5 155.0 4 1 154.0 154.4 153.5 153.9 2 153.3 154.6 154.9 154.2 3 155.0 154.3 154.9 154.7 4 154.3 154.8 154.1 154.4 5 153.4 154.4 153.9 153.9 154.2 Average lot 1 by row 153.1 153.3 153.2 Average lot 2 by row 151.7 151.3 151.2 Average lot 3 by row 155.1 155.0 155.0 Average lot 4 by row 154.0 154.5 154.2 Average project by row 153.5 153.5 153.4 Average project 153.5
C-97 Table 39. Stiffness measured by GEOGAUGE in US-280, AL Base, psi Note: Test repetitions were performed at individual points as shown in Lot # Sublot A B C Average Lot Average 1 1 208.80 208.56 207.84 208.40 2 219.82 217.35 209.15 215.44 3 254.41 249.10 241.47 248.33 4 224.51 230.00 227.42 227.31 5 193.68 201.34 229.33 208.12 221.52 5 â no sand 148.62 135.12 144.92 142.89 2 1 192.29 245.13 229.24 222.22 2 236.50 221.98 223.54 227.34 3 232.80 232.63 226.61 230.68 4 231.37 223.53 222.67 225.86 5 226.78 231.02 223.80 227.20 226.66 3 1 227.99 227.75 220.66 225.47 2 195.26 202.37 203.11 200.25 3 169.46 177.08 177.59 174.71 4 202.77 227.13 231.61 220.50 5 190.27 202.58 201.76 198.20 203.83 5 â no sand 138.57 144.85 139.92 141.11 4 1 164.36 163.63 172.23 166.74 2 164.10 160.32 167.60 164.01 3 164.63 158.23 162.22 161.69 4 156.04 158.42 151.00 155.15 5 150.94 146.51 149.13 148.86 159.29 Average lot 1 by row 220.24 221.27 223.04 Average lot 2 by row 223.95 230.86 225.17 Average lot 3 by row 197.15 207.38 206.95 Average lot 4 by row 160.01 157.42 160.44 Average project by row 200.34 204.23 203.90 Average project 202.82
C-98 Table 40. Repeatability in Modulus measurements by Geogauge in US-280, AL Base, psi Note: Summary of test results are shown in Table 38 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Base 1 1 A 53770 43860 40480 46037 6907 Base 1 1 B 51860 48260 37840 45987 7281 Base 1 1 C 49860 44020 43600 45827 3499 Base 1 2 A 50320 42150 52940 48470 5628 Base 1 2 B 46600 46690 50490 47927 2220 Base 1 2 C 45110 43640 49610 46120 3111 Base 1 3 A 60540 56340 51420 56100 4565 Base 1 3 B 58180 52830 53760 54923 2858 Base 1 3 C 55560 50820 53350 53243 2372 Base 1 4 A 54430 49520 44560 49503 4935 Base 1 4 B 50310 53620 48150 50693 2755 Base 1 4 C 51530 52900 46000 50143 3653 Base 1 5 A 40380 39550 48180 42703 4761 Base 1 5 B 45680 39940 47570 44397 3974 Base 1 5 C 50640 48640 52420 50567 1891 Base 1 5* A 26150 31700 40470 32773 7220 Base 1 5* B 25550 31140 32690 29793 3756 Base 1 5* C 27270 30210 38380 31953 5757 Base 2 1 A 40430 43610 43160 42400 1721 Base 2 1 B 58200 54410 49550 54053 4336 Base 2 1 C 54420 50540 46690 50550 3865 Base 2 2 A 46620 57480 52350 52150 5433 Base 2 2 B 41900 56240 48700 48947 7173 Base 2 2 C 47510 50410 49950 49290 1559 Base 2 3 A 52040 44940 57020 51333 6071 Base 2 3 B 50940 42670 60280 51297 8810 Base 2 3 C 51530 42540 55770 49947 6756 Base 2 4 A 50740 51600 50710 51017 505 Base 2 4 B 51020 49700 47140 49287 1973 Base 2 4 C 48280 51390 47620 49097 2013 Base 2 5 A 51860 54960 43180 50000 6106 Base 2 5 B 47610 56920 48290 50940 5190 Base 2 5 C 48090 50720 49220 49343 1319 Base 3 1 A 55100 46110 49600 50270 4532
C-99 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Base 3 1 B 56840 44930 49680 50483 5996 Base 3 1 C 50270 45570 50170 48670 2685 Base 3 2 A 43430 42030 43710 43057 900 Base 3 2 B 46530 39710 47630 44623 4290 Base 3 2 C 50180 41370 42800 44783 4728 Base 3 3 A 40450 37080 34570 37367 2950 Base 3 3 B 39980 38050 39100 39043 966 Base 3 3 C 39170 36580 41730 39160 2575 Base 3 4 A 57120 39190 37810 44707 10772 Base 3 4 B 55490 52300 42450 50080 6798 Base 3 4 C 57600 51260 44350 51070 6627 Base 3 5 A 43110 42550 40200 41953 1544 Base 3 5 B 49910 43390 40710 44670 4732 Base 3 5 C 48240 41370 43850 44487 3479 Base 3 5* A 22540 28500 40620 30553 9213 Base 3 5* B 34590 30770 30450 31937 2303 Base 3 5* C 38220 25690 28640 30850 6551 Base 4 1 A 39930 33660 35120 36237 3281 Base 4 1 B 40780 32330 35130 36080 4304 Base 4 1 C 42180 34180 37560 37973 4016 Base 4 2 A 40440 36100 32010 36183 4216 Base 4 2 B 39580 34220 32250 35350 3793 Base 4 2 C 40000 37030 33840 36957 3081 Base 4 3 A 39530 33390 35980 36300 3082 Base 4 3 B 36210 34210 34250 34890 1143 Base 4 3 C 37500 34280 35530 35770 1623 Base 4 4 A 36890 35070 31260 34407 2873 Base 4 4 B 39980 33970 30850 34933 4641 Base 4 4 C 34600 35840 29440 33293 3394 Base 4 5 A 29030 36830 33790 33217 3931 Base 4 5 B 25470 36850 34590 32303 6025 Base 4 5 C 28140 36760 33740 32880 4374 * NO sand used underneath the test device during test measurement
C-100 Table 41. Repeatability in Stiffness measured by Geogauge in US-280, AL Base, klb/in Note: Summary of test results are shown in Table 39 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Base 1 1 A 243.88 198.90 183.61 208.80 31.33 Base 1 1 B 235.20 218.88 171.59 208.56 33.04 Base 1 1 C 226.13 199.64 197.74 207.84 15.87 Base 1 2 A 228.22 191.16 240.09 219.82 25.52 Base 1 2 B 211.33 211.75 228.97 217.35 10.07 Base 1 2 C 204.56 197.90 224.98 209.15 14.11 Base 1 3 A 274.55 255.49 233.20 254.41 20.70 Base 1 3 B 263.87 239.59 243.83 249.10 12.97 Base 1 3 C 251.97 230.49 241.96 241.47 10.75 Base 1 4 A 246.84 224.59 202.11 224.51 22.37 Base 1 4 B 228.45 243.20 218.36 230.00 12.49 Base 1 4 C 233.72 239.93 208.62 227.42 16.58 Base 1 5 A 183.12 179.39 218.52 193.68 21.60 Base 1 5 B 207.17 181.12 215.74 201.34 18.03 Base 1 5 C 229.67 220.58 237.74 229.33 8.59 Base 1 5* A 118.58 143.75 183.54 148.62 32.75 Base 1 5* B 115.89 141.21 148.26 135.12 17.02 Base 1 5* C 123.68 137.00 174.07 144.92 26.11 Base 2 1 A 183.36 197.79 195.73 192.29 7.80 Base 2 1 B 263.94 246.75 224.70 245.13 19.67 Base 2 1 C 246.80 229.20 211.73 229.24 17.54 Base 2 2 A 211.42 260.68 237.41 236.50 24.64 Base 2 2 B 190.01 255.04 220.88 221.98 32.53 Base 2 2 C 215.49 228.61 226.53 223.54 7.05 Base 2 3 A 236.01 203.80 258.58 232.80 27.53 Base 2 3 B 231.01 193.53 273.36 232.63 39.94 Base 2 3 C 233.97 192.92 252.93 226.61 30.68 Base 2 4 A 230.13 234.01 229.98 231.37 2.28 Base 2 4 B 231.39 225.42 213.78 223.53 8.96 Base 2 4 C 218.98 233.07 215.97 222.67 9.13 Base 2 5 A 235.22 249.26 195.85 226.78 27.69 Base 2 5 B 215.91 258.14 219.00 231.02 23.54 Base 2 5 C 218.11 230.04 223.25 223.80 5.98 Base 3 1 A 249.88 209.13 224.95 227.99 20.54
C-101 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Base 3 1 B 254.16 203.77 225.33 227.75 25.28 Base 3 1 C 228.00 206.46 227.53 220.66 12.30 Base 3 2 A 196.96 190.60 198.23 195.26 4.09 Base 3 2 B 211.02 180.10 216.00 202.37 19.45 Base 3 2 C 227.58 187.62 194.12 203.11 21.44 Base 3 3 A 183.44 168.17 156.77 169.46 13.38 Base 3 3 B 181.34 172.58 177.32 177.08 4.38 Base 3 3 C 177.64 165.90 189.24 177.59 11.67 Base 3 4 A 259.06 177.75 171.49 202.77 48.85 Base 3 4 B 251.64 237.21 192.54 227.13 30.81 Base 3 4 C 261.24 232.46 201.13 231.61 30.06 Base 3 5 A 195.51 192.99 182.32 190.27 7.00 Base 3 5 B 226.34 196.77 184.62 202.58 21.46 Base 3 5 C 218.78 187.61 198.88 201.76 15.78 Base 3 5* A 102.22 129.27 184.22 138.57 41.78 Base 3 5* B 156.87 139.56 138.12 144.85 10.43 Base 3 5* C 173.36 116.52 129.88 139.92 29.72 Base 4 1 A 181.11 152.68 159.28 164.36 14.88 Base 4 1 B 184.94 146.64 159.32 163.63 19.51 Base 4 1 C 191.31 155.03 170.35 172.23 18.21 Base 4 2 A 183.40 163.72 145.17 164.10 19.12 Base 4 2 B 179.51 155.19 146.26 160.32 17.21 Base 4 2 C 181.42 167.94 153.45 167.60 13.99 Base 4 3 A 179.26 151.43 163.19 164.63 13.97 Base 4 3 B 164.23 155.15 155.32 158.23 5.19 Base 4 3 C 170.07 155.46 161.14 162.22 7.37 Base 4 4 A 167.29 159.04 141.79 156.04 13.01 Base 4 4 B 181.31 154.05 139.9 158.42 21.05 Base 4 4 C 156.93 162.54 133.53 151.00 15.39 Base 4 5 A 131.65 167.02 154.16 150.94 17.90 Base 4 5 B 115.50 167.15 156.89 146.51 27.34 Base 4 5 C 127.64 166.73 153.01 149.13 19.83 * NO sand used underneath the test device during test measurement
C-102 Table 42. Thickness measured by GPR in US-280, AL Base, inch Note: Repeatability results are shown in Table 48 Lot # Sublot A B C Average Lot Average 1 1 6.09 5.91 6.37 6.13 2 5.56 5.04 5.61 5.40 3 5.45 6.29 5.55 5.76 4 5.50 5.40 5.81 5.57 5 4.77 4.52 4.65 4.65 5.50 2 1 6.09 5.91 6.94 6.31 2 4.91 5.08 5.12 5.04 3 4.72 4.18 5.04 4.65 4 4.45 4.31 4.40 4.39 5 5.08 5.43 6.29 5.60 5.20 3 1 5.22 5.32 5.45 5.33 2 5.99 5.98 6.06 6.01 3 6.49 6.86 6.68 6.68 4 6.34 6.27 5.75 6.12 5 6.43 6.16 6.08 6.22 6.07 4 1 5.89 5.41 5.35 5.55 2 6.86 6.56 6.26 6.56 3 6.61 5.84 5.64 6.03 4 5.94 5.59 5.56 5.70 5 6.02 5.11 5.07 5.40 5.85 Average lot 1 by row 5.47 5.43 5.60 Average lot 2 by row 5.05 4.98 5.56 Average lot 3 by row 6.09 6.12 6.00 Average lot 4 by row 6.26 5.70 5.58 Average project by row 5.72 5.56 5.69 Average project 5.65
C-103 Table 43. Dielectric measured by GPR in US-280, AL Base Note: Repeatability results are shown in Table 48 Lot # Sublot A B C Average Lot Average 1 1 11.04 10.40 9.69 10.37 2 11.49 12.10 12.68 12.09 3 12.96 10.77 12.22 11.99 4 12.27 12.70 11.09 12.02 5 12.95 11.96 11.53 12.15 11.72 2 1 12.20 10.58 10.10 10.96 2 13.04 11.79 11.64 12.16 3 12.16 14.35 11.31 12.61 4 13.49 13.05 13.38 13.31 5 13.52 13.19 9.53 12.08 12.22 3 1 13.90 13.68 12.36 13.32 2 12.10 11.77 12.10 11.99 3 11.03 11.08 11.56 11.22 4 11.25 11.52 12.01 11.59 5 11.24 12.01 11.18 11.48 11.92 4 1 12.02 12.42 12.79 12.41 2 10.87 10.41 11.43 10.91 3 10.14 11.40 11.81 11.12 4 11.74 11.64 12.55 11.98 5 10.37 11.99 11.95 11.44 11.57 Average lot 1 by row 12.14 11.59 11.44 Average lot 2 by row 12.88 12.59 11.19 Average lot 3 by row 11.90 12.01 11.84 Average lot 4 by row 11.03 11.57 12.11 Average project by row 11.99 11.94 11.65 Average project 11.86
C-104 Table 44. Repeatability in GPR Thickness and Dielectric measurements in US-280, AL Note: Summary of test results are shown in Table 42 and Table 43 Lot Sublot Point Thickness, inch Dielectric Trial 1 Trial 2 Average Trial 1 Trial 2 Average Base 1 1 A 6.30 5.89 6.09 10.45 11.62 Base 1 1 B 5.90 5.91 5.91 10.39 10.40 Base 1 1 C 6.46 6.29 6.37 9.43 9.95 Base 1 2 A 5.37 5.75 5.56 11.98 11.01 Base 1 2 B 4.94 5.13 5.04 12.48 11.73 Base 1 2 C 5.34 5.87 5.61 13.70 11.67 Base 1 3 A 5.23 5.67 5.45 13.96 11.97 Base 1 3 B 6.14 6.44 6.29 11.27 10.28 Base 1 3 C 5.54 5.57 5.55 12.39 12.06 Base 1 4 A 5.55 5.45 5.50 12.11 12.43 Base 1 4 B 5.24 5.56 5.40 13.44 11.96 Base 1 4 C 5.71 5.92 5.81 11.48 10.71 Base 1 5 A 4.81 4.73 4.77 12.73 13.17 Base 1 5 B 4.37 4.67 4.52 12.72 11.20 Base 1 5 C 4.69 4.60 4.65 11.32 11.74 Base 2 1 A 5.54 6.64 6.09 11.72 12.69 Base 2 1 B 5.55 6.27 5.91 11.60 9.56 Base 2 1 C 6.65 7.24 6.94 10.05 10.15 Base 2 2 A 5.09 4.73 4.91 12.14 13.93 Base 2 2 B 5.10 5.06 5.08 11.74 11.85 Base 2 2 C 5.09 5.16 5.12 11.74 11.55 Base 2 3 A 4.40 5.03 4.72 12.62 11.69 Base 2 3 B 4.26 4.09 4.18 13.17 15.53 Base 2 3 C 5.04 5.05 5.04 10.67 11.94 Base 2 4 A 4.38 4.51 4.45 13.06 13.92 Base 2 4 B 4.08 4.54 4.31 13.20 12.90 Base 2 4 C 4.25 4.56 4.40 12.81 13.95 Base 2 5 A 5.05 5.12 5.08 13.50 13.55 Base 2 5 B 5.45 5.41 5.43 13.29 13.09 Base 2 5 C 6.28 6.30 6.29 9.58 9.49 Base 3 1 A 5.35 5.10 5.22 13.44 14.37
C-105 Lot Sublot Point Thickness, inch Dielectric Trial 1 Trial 2 Average Trial 1 Trial 2 Average Base 3 1 B 5.08 5.55 5.32 14.69 12.68 Base 3 1 C 5.15 5.75 5.45 13.72 11.01 Base 3 2 A 5.85 6.13 5.99 12.70 11.49 Base 3 2 B 6.11 5.85 5.98 11.26 12.27 Base 3 2 C 5.98 6.15 6.06 12.44 11.77 Base 3 3 A 6.52 6.46 6.49 11.25 10.82 Base 3 3 B 6.64 7.07 6.86 12.01 10.15 Base 3 3 C 6.58 6.78 6.68 12.02 11.10 Base 3 4 A 6.05 6.63 6.34 12.24 10.27 Base 3 4 B 6.03 6.51 6.27 12.34 10.69 Base 3 4 C 5.65 5.84 5.75 12.33 11.69 Base 3 5 A 6.24 6.61 6.43 11.76 10.72 Base 3 5 B 5.88 6.44 6.16 13.06 10.97 Base 3 5 C 6.25 5.91 6.08 11.71 10.66 Base 4 1 A 5.66 6.12 5.89 12.88 11.16 Base 4 1 B 5.54 5.29 5.41 11.86 12.99 Base 4 1 C 5.37 5.33 5.35 12.72 12.86 Base 4 2 A 6.69 7.04 6.86 11.15 10.60 Base 4 2 B 6.62 6.50 6.56 10.24 10.59 Base 4 2 C 6.34 6.19 6.26 11.19 11.67 Base 4 3 A 6.69 6.52 6.61 10.06 10.22 Base 4 3 B 5.70 5.98 5.84 12.45 10.34 Base 4 3 C 5.54 5.75 5.64 12.52 11.10 Base 4 4 A 5.96 5.91 5.94 11.87 11.60 Base 4 4 B 5.30 5.88 5.59 13.08 10.20 Base 4 4 C 5.17 5.96 5.56 14.33 10.77 Base 4 5 A 5.80 6.25 6.02 11.19 9.54 Base 4 5 B 5.07 5.16 5.11 12.17 11.82 Base 4 5 C 5.02 5.13 5.07 12.21 11.69
C-106 Table 45. Modulus* measured by LWD 2 in US-280, AL Base, psi Note: Test repetitions were performed at individual points as shown in Table 46 Lot # Sublot A B C Average Lot Average 1 1 68890 16770 34848 40169 2 22371 30294 39427 30698 3 51501 56952 59917 56124 4 76966 59647 67949 68188 5 70466 83167 29067 60900 51216 2 1 41796 26618 26462 31625 2 No Data No Data No Data 3 73570 32043 38074 47896 4 No Data No Data No Data 5 54274 37253 60554 50694 43405 3 1 16186 11772 19800 15919 2 20334 17794 20428 19519 3 19165 28211 23649 23675 4 20437 18184 15181 17934 5 15115 16017 15741 15625 18534 4 1 No Data No Data No Data 2 No Data No Data No Data 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data Average lot 1 by row 58039 49366 46242 Average lot 2 by row 56547 31971 41697 Average lot 3 by row 18247 18396 18960 Average lot 4 by row Average project by row 42390 33440 34700 Average project 36843 * Modulus reported in the table is determined from first sensor deflection measurement. Table 46 shows deflection readings and modulus predictions from other sensors.
C-107 Table 46. Repeatability in Modulus measurements by LWD 1 in US-280, AL Base, psi Note: Summary of test results are shown in Table 25 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 1 1 8.91 59 50 33 562.71 2.26 2.18 81592 327 315 9.11 74 55 38 458.71 2.05 1.89 66514 297 274 9.17 64 53 35 533.88 2.13 2.05 77413 309 297 9.26 78 58 39 442.36 1.95 1.84 64142 282 267 9.28 77 57 39 449.07 1.98 1.84 65115 287 267 Average 475.10 2.02 1.91 68890 293 277 Stdev 51.015 0.098 0.121 7397 14 18 Base 1 2 8.74 322 150 96 101.14 0.75 0.75 14665 109 108 9.12 226 107 78 150.36 1.05 0.92 21803 153 133 9.09 219 105 76 154.66 1.07 0.94 22426 156 137 9.01 213 108 80 157.62 1.04 0.90 22854 151 130 8.89 220 117 78 150.57 0.96 0.92 21832 140 133 Average 154.28 1.03 0.92 22371 149 134 Stdev 3.539 0.057 0.024 513 8 3 Base 1 3 8.92 165 103 44 201.44 1.10 1.63 29208 159 237 9.14 97 55 34 351.10 2.05 2.11 50909 297 306 9.16 92 51 33 370.99 2.21 2.18 53794 321 315
C-108 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.17 99 51 33 345.14 2.21 2.18 50045 321 315 9.19 98 51 33 349.42 2.21 2.18 50666 321 315 Average 355.18 2.21 2.18 51501 321 315 Stdev 13.858 0.000 0.000 2009 0 0 Base 1 4 9.21 68 31 22 504.67 3.64 3.26 73177 528 473 9.14 67 29 22 508.31 3.89 3.26 73705 564 473 9.11 67 29 22 506.64 3.89 3.26 73463 564 473 9.11 67 29 21 506.64 3.89 3.42 73463 564 496 9.17 59 29 22 579.13 3.89 3.26 83973 564 473 Average 530.80 3.89 3.32 76966 564 481 Stdev 41.850 0.000 0.090 6068 0 13 Base 1 5 9.19 61 44 6 561.36 2.56 11.97 81397 372 1735 9.3 62 45 22 558.92 2.51 3.26 81043 364 473 9.26 71 44 5 485.97 2.56 14.36 70466 372 2082 No data No data No data No data No data No data No data No data No data No data No data No data Average 485.97 2.56 14.36 70466 372 2082 Stdev N/A N/A N/A N/A N/A N/A
C-109 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 2 1 8.92 127 65 42 261.71 1.74 1.71 37948 252 248 9.09 122 61 41 277.63 1.85 1.75 40256 268 254 9.07 118 62 42 286.41 1.82 1.71 41529 264 248 9.03 117 61 41 287.58 1.85 1.75 41699 268 254 9.13 117 61 41 290.76 1.85 1.75 42161 268 254 Average 288.25 1.84 1.74 41796 267 252 Stdev 2.255 0.017 0.024 327 2 3 Base 2 2 NO DATA Base 2 3 9.17 74 37 8 461.74 3.05 8.97 66952 442 1301 9.15 64 37 27 532.72 3.05 2.66 77244 442 386 9.1 67 37 27 506.08 3.05 2.66 73382 442 386 9.17 67 37 27 509.98 3.05 2.66 73947 442 386 9.1 67 37 27 506.08 3.05 2.66 73382 442 386 Average 507.38 3.05 2.66 73570 442 386 Stdev 2.248 0.000 0.000 326 0 0 Base 2 4 NO DATA
C-110 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 2 5 9.09 134 50 27 252.76 2.26 2.66 36651 327 386 9.13 143 50 27 237.90 2.26 2.66 34495 327 386 9.11 141 50 27 240.74 2.26 2.66 34908 327 386 9.04 141 49 27 238.89 2.30 2.66 34640 334 386 0 0 0 Average 239.82 2.28 2.66 23183 220 257 Stdev 1.308 0.033 0.000 20077 191 223 Base 3 1 7.6 73 27 17 387.92 4.18 4.22 56249 606 612 9.27 71 27 20 486.49 4.18 3.59 70542 606 521 9.33 72 27 20 482.84 4.18 3.59 70012 606 521 9.44 70 29 21 502.49 3.89 3.42 72862 564 496 9.38 70 29 20 499.30 3.89 3.59 72398 564 521 Average 494.88 3.99 3.53 71757 578 512 Stdev 10.545 0.166 0.099 1529 24 14 Base 3 2 NO DATA 3 9.23 120 94 67 286.60 1.20 1.07 41557 174 155 9.32 118 96 66 294.30 1.18 1.09 42673 170 158
C-111 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.31 118 97 67 293.98 1.16 1.07 42628 169 155 9.18 125 96 66 273.65 1.18 1.09 39679 170 158 9.26 126 97 67 273.84 1.16 1.07 39707 169 155 Average 280.49 1.17 1.08 40671 169 156 Stdev 11.687 0.007 0.009 1695 1 1 Base 3 4 NO DATA Base 3 5 9.22 96 38 29 357.86 2.97 2.48 51890 431 359 9.26 94 39 29 367.06 2.89 2.48 53224 419 359 9.26 94 38 29 367.06 2.97 2.48 53224 431 359 9.23 92 39 29 373.83 2.89 2.48 54205 419 359 9.33 91 40 29 382.03 2.82 2.48 55394 409 359 Average 374.31 2.89 2.48 54274 420 359 Stdev 7.495 0.074 0.000 1087 11 0 Base 4 1 8.84 321 163 109 102.61 0.69 0.66 14879 100 96 8.91 352 159 109 94.32 0.71 0.66 13676 103 96 8.88 314 154 105 105.38 0.73 0.68 15279 106 99 8.9 292 152 105 113.57 0.74 0.68 16468 108 99 8.93 287 151 104 115.94 0.75 0.69 16811 108 100
C-112 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Average 111.63 0.74 0.69 16186 107 99 Stdev 5.543 0.007 0.004 804 1 1 Base 4 2 9.13 260 142 100 130.84 0.79 0.72 18972 115 104 9.16 249 148 104 137.07 0.76 0.69 19876 111 100 9.12 241 146 102 141.00 0.77 0.70 20446 112 102 9.13 244 145 102 139.42 0.78 0.70 20216 113 102 9.11 242 145 103 140.27 0.78 0.70 20339 113 101 Average 140.23 0.78 0.70 20334 113 102 Stdev 0.791 0.003 0.004 115 0 1 Base 4 3 9.11 275 119 80 123.44 0.95 0.90 17898 137 130 9.09 266 117 79 127.33 0.96 0.91 18463 140 132 9.16 259 116 78 131.78 0.97 0.92 19108 141 133 9.14 258 115 78 132.00 0.98 0.92 19140 142 133 9.19 258 116 78 132.72 0.97 0.92 19245 141 133 Average 132.17 0.98 0.92 19165 141 133 Stdev 0.494 0.005 0.000 72 1 0 Base 4 4 9.03 244 135 88 137.90 0.84 0.82 19995 121 118 9.1 243 134 88 139.54 0.84 0.82 20233 122 118
C-113 Lot Sublot Point A Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.11 242 134 88 140.27 0.84 0.82 20339 122 118 9.08 239 132 87 141.56 0.85 0.83 20526 124 120 9.12 241 134 88 141.00 0.84 0.82 20446 122 118 Average 140.94 0.85 0.82 20437 123 119 Stdev 0.649 0.007 0.005 94 1 1 Base 4 5 9.04 530 211 129 63.55 0.53 0.56 9215 78 81 9.14 365 157 104 93.31 0.72 0.69 13529 104 100 9.16 324 152 102 105.34 0.74 0.70 15275 108 102 9.15 332 148 101 102.69 0.76 0.71 14890 111 103 9.16 326 148 101 104.70 0.76 0.71 15181 111 103 Average 104.24 0.76 0.71 15115 110 103 Stdev 1.382 0.012 0.004 200 2 1 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 1 1 9.09 314 390 171 107.87 0.29 0.42 15641 42 61 9.07 322 178 108 104.96 0.63 0.66 15219 92 96 9.12 301 168 105 112.90 0.67 0.68 16370 97 99
C-114 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 8.99 288 163 102 116.31 0.69 0.70 16865 100 102 9.07 287 181 105 117.76 0.62 0.68 17075 90 99 Average 115.65 0.66 0.69 16770 96 100 Stdev 2.495 0.035 0.012 362 5 2 Base 1 2 9.34 282 209 170 123.41 0.54 0.42 17895 78 61 9.11 164 129 23 206.98 0.87 3.12 30012 127 453 9.1 163 125 30 208.02 0.90 2.39 30163 131 347 9.08 162 124 21 208.85 0.91 3.42 30283 132 496 9.07 161 123 23 209.91 0.92 3.12 30437 133 453 Average 208.93 0.91 2.98 30294 132 432 Stdev 0.947 0.007 0.528 137 1 77 Base 1 3 9.43 66 66 40 532.38 1.71 1.79 77195 248 260 9.15 86 43 32 396.44 2.62 2.24 57484 380 325 9.21 87 45 32 394.45 2.51 2.24 57196 364 325 9.14 86 45 32 396.01 2.51 2.24 57421 364 325 9.16 88 45 34 387.85 2.51 2.11 56239 364 306 Average 392.77 2.51 2.20 56952 364 319 Stdev 4.329 0.000 0.076 628 0 11
C-115 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 1 4 9.24 85 44 26 405.05 2.56 2.76 58732 372 400 9.25 87 43 25 396.17 2.62 2.87 57444 380 416 9.22 86 42 24 399.47 2.69 2.99 57924 390 434 9.23 82 42 25 419.42 2.69 2.87 60815 390 416 9.36 84 41 25 415.20 2.75 2.87 60203 399 416 Average 411.36 2.71 2.91 59647 393 422 Stdev 10.509 0.038 0.069 1524 5 10 Base 1 5 9.13 70 39 24 485.99 2.89 2.99 70469 419 434 9.17 70 40 24 488.12 2.82 2.99 70778 409 434 9.2 60 41 26 571.34 2.75 2.76 82844 399 400 9.2 58 40 25 591.04 2.82 2.87 85701 409 416 9.29 62 40 24 558.32 2.82 2.99 80956 409 434 Average 573.56 2.80 2.87 83167 406 417 Stdev 16.475 0.040 0.115 2389 6 17 Base 2 1 9.14 194 79 52 175.55 1.43 1.38 25455 207 200 9.14 192 79 51 177.38 1.43 1.41 25720 207 204 9.15 184 77 51 185.29 1.47 1.41 26868 212 204 9.13 187 77 51 181.92 1.47 1.41 26379 212 204 9.16 186 75 51 183.50 1.50 1.41 26608 218 204
C-116 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Average 183.57 1.48 1.41 26618 214 204 Stdev 1.687 0.023 0.000 245 3 0 Base 2 2 Base 2 3 9.17 156 75 38 219.03 1.50 1.89 31759 218 274 9.04 156 76 39 215.92 1.48 1.84 31309 215 267 9.22 156 75 39 220.22 1.50 1.84 31932 218 267 9.06 152 74 38 222.10 1.52 1.89 32204 221 274 9.06 153 75 38 220.64 1.50 1.89 31993 218 274 Average 220.99 1.51 1.87 32043 219 272 Stdev 0.983 0.012 0.028 142 2 4 Base 2 4 Base 2 5 9.06 150 40 25 225.06 2.82 2.87 32633 409 416 9.11 144 41 24 235.73 2.75 2.99 34181 399 434 9.2 140 42 24 244.86 2.69 2.99 35505 390 434 9.2 135 43 24 253.93 2.62 2.99 36820 380 434 9.31 132 42 24 262.80 2.69 2.99 38107 390 434 Average 253.86 2.67 2.99 36810 386 434
C-117 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Stdev 8.973 0.036 0.000 1301 5 0 Base 3 1 7.59 99 39 22 285.67 2.89 3.26 41422 419 473 9.34 94 41 27 370.23 2.75 2.66 53684 399 386 9.37 92 39 27 379.50 2.89 2.66 55027 419 386 9.31 93 39 26 373.01 2.89 2.76 54087 419 400 9.27 91 39 26 379.57 2.89 2.76 55038 419 400 Average 377.36 2.89 2.73 54717 419 395 Stdev 3.766 0.000 0.059 546 0 9 Base 3 2 3 9.13 146 84 58 233.01 1.34 1.24 33786 195 179 9.46 140 85 61 251.78 1.33 1.18 36508 192 171 9.35 140 86 61 248.85 1.31 1.18 36083 190 171 9.34 135 85 61 257.79 1.33 1.18 37380 192 171 9.28 134 85 61 258.05 1.33 1.18 37417 192 171 Average 254.90 1.32 1.18 36960 192 171 Stdev 5.237 0.009 0.000 759 1 0 Base 3 4 NO DATA
C-118 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 3 5 9.26 139 59 36 248.23 1.91 1.99 35993 277 289 7.41 107 45 28 258.04 2.51 2.56 37416 364 372 9.38 153 59 35 228.44 1.91 2.05 33123 277 297 9.31 134 62 37 258.88 1.82 1.94 37538 264 281 9.28 122 62 34 283.43 1.82 2.11 41097 264 306 Average 256.92 1.85 2.03 37253 268 295 Stdev 27.548 0.053 0.087 3995 8 13 Base 4 1 9.03 474 183 123 70.98 0.62 0.58 10293 89 85 8.87 439 172 119 75.29 0.66 0.60 10916 95 87 9.03 450 175 119 74.77 0.64 0.60 10842 93 87 9.04 418 170 117 80.58 0.66 0.61 11685 96 89 9.09 384 168 116 88.20 0.67 0.62 12790 97 90 Average 81.19 0.66 0.61 11772 96 89 Stdev 6.737 0.014 0.008 977 2 1 Base 4 2 9.18 305 169 113 112.15 0.67 0.64 16262 97 92 9.02 297 163 111 113.16 0.69 0.65 16409 100 94 9.12 281 162 111 120.93 0.70 0.65 17535 101 94 9.12 278 165 112 122.24 0.68 0.64 17725 99 93
C-119 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.09 271 164 112 124.98 0.69 0.64 18123 100 93 Average 122.72 0.69 0.64 17794 100 93 Stdev 2.067 0.006 0.003 300 1 0 Base 4 3 9.37 185 89 63 188.72 1.27 1.14 27365 184 165 9.27 178 91 63 194.05 1.24 1.14 28137 180 165 9.17 176 90 67 194.14 1.25 1.07 28150 182 155 9.27 177 90 66 195.15 1.25 1.09 28296 182 158 9.13 175 90 66 194.40 1.25 1.09 28188 182 158 Average 194.56 1.25 1.08 28211 182 157 Stdev 0.524 0.000 0.009 76 0 1 Base 4 4 9.05 298 159 101 113.16 0.71 0.71 16408 103 103 9.06 274 159 99 123.21 0.71 0.73 17865 103 105 9.08 273 155 99 123.93 0.73 0.73 17970 106 105 9.16 268 153 98 127.36 0.74 0.73 18467 107 106 9.02 269 151 98 124.94 0.75 0.73 18117 108 106 Average 125.41 0.74 0.73 18184 107 106 Stdev 1.759 0.010 0.004 255 1 1 Base 4 5 9.12 338 155 100 100.54 0.73 0.72 14578 106 104
C-120 Lot Sublot Point B Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.13 319 150 98 106.64 0.75 0.73 15463 109 106 9.09 310 148 97 109.26 0.76 0.74 15843 111 107 9.06 308 147 97 109.61 0.77 0.74 15893 111 107 9.09 301 146 97 112.53 0.77 0.74 16316 112 107 Average 110.46 0.77 0.74 16017 111 107 Stdev 1.794 0.005 0.000 260 1 0 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 1 1 8.66 219 136 79 147.34 0.83 0.91 21365 120 132 9.2 149 82 56 230.07 1.38 1.28 33360 200 186 9.23 143 80 55 240.50 1.41 1.31 34873 204 189 9.16 141 78 55 242.07 1.45 1.31 35099 210 189 9.15 143 79 55 238.42 1.43 1.31 34571 207 189 Average 240.33 1.43 1.31 34848 207 189 Stdev 1.829 0.018 0.000 265 3 0 Base 1 2 9.84 289 297 136 126.87 0.38 0.53 18396 55 77 9.26 131 123 83 263.39 0.92 0.87 38191 133 125
C-121 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.21 125 118 55 274.54 0.96 1.31 39808 139 189 9.17 123 117 85 277.79 0.96 0.84 40280 140 122 9.19 130 117 1 263.41 0.96 71.80 38194 140 10410 Average 271.91 0.96 24.65 39427 139 3574 Stdev 7.544 0.005 40.831 1094 1 5921 Base 1 3 9.39 210 57 37 166.61 1.98 1.94 24159 287 281 9.18 82 38 28 417.14 2.97 2.56 60486 431 372 9.15 82 38 30 415.78 2.97 2.39 60288 431 347 9.16 82 38 28 416.23 2.97 2.56 60354 431 372 9.19 84 38 28 407.65 2.97 2.56 59110 431 372 Average 413.22 2.97 2.51 59917 431 364 Stdev 4.828 0.000 0.099 700 0 14 Base 1 4 9.3 69 60 31 502.22 1.88 2.32 72821 273 336 9.2 69 56 31 496.82 2.01 2.32 72038 292 336 9.24 69 52 30 498.98 2.17 2.39 72351 315 347 9.17 69 56 31 495.20 2.01 2.32 71803 292 336 9.17 83 50 30 411.67 2.26 2.39 59692 327 347 Average 468.61 2.15 2.37 67949 311 343 Stdev 49.352 0.122 0.045 7156 18 6
C-122 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Base 1 5 9.22 197 162 47 174.39 0.70 1.53 25287 101 221 9.21 188 138 24 182.54 0.82 2.99 26468 119 434 9.22 173 130 41 198.58 0.87 1.75 28794 126 254 9.19 169 129 41 202.62 0.87 1.75 29380 127 254 9.23 168 129 41 204.71 0.87 1.75 29684 127 254 Average 201.97 0.87 1.75 29286 126 254 Stdev 3.117 0.004 0.000 452 1 0 Base 2 1 9.03 194 79 57 173.44 1.43 1.26 25148 207 183 9.08 192 81 58 176.21 1.39 1.24 25551 202 179 9.12 187 81 58 181.72 1.39 1.24 26350 202 179 9.09 185 80 57 183.08 1.41 1.26 26547 204 183 9.07 185 82 59 182.68 1.38 1.22 26489 200 176 Average 182.50 1.39 1.24 26462 202 180 Stdev 0.699 0.017 0.021 101 2 3 Base 2 2 Base 2 3 9.12 134 71 41 253.60 1.59 1.75 36772 230 254 9.1 129 70 41 262.85 1.61 1.75 38113 234 254
C-123 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.13 129 68 41 263.72 1.66 1.75 38239 241 254 9.1 131 68 40 258.84 1.66 1.79 37531 241 260 9.11 128 67 40 265.19 1.68 1.79 38453 244 260 Average 262.58 1.67 1.78 38074 242 258 Stdev 3.327 0.014 0.025 482 2 4 Base 2 4 Base 2 5 9.13 123 56 29 276.58 2.01 2.48 40104 292 359 9.12 103 54 29 329.92 2.09 2.48 47839 303 359 9.22 121 53 28 283.92 2.13 2.56 41169 309 372 9.23 118 51 28 291.46 2.21 2.56 42261 321 372 9.12 117 51 28 290.45 2.21 2.56 42115 321 372 Average 288.61 2.18 2.56 41848 317 372 Stdev 4.089 0.048 0.000 593 7 0 Base 3 1 9.3 87 57 41 398.31 1.98 1.75 57755 287 254 9.3 98 58 41 353.60 1.95 1.75 51272 282 254 9.34 87 60 42 400.02 1.88 1.71 58003 273 248 9.31 82 61 42 423.05 1.85 1.71 61342 268 248 9.21 85 62 43 403.74 1.82 1.67 58542 264 242
C-124 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Average 408.94 1.85 1.70 59296 268 246 Stdev 12.364 0.030 0.023 1793 4 3 Base 3 2 3 9.32 135 68 54 257.24 1.66 1.33 37300 241 193 9.17 133 71 55 256.91 1.59 1.31 37251 230 189 9.14 136 71 55 250.42 1.59 1.31 36310 230 189 9.14 132 72 55 258.01 1.57 1.31 37411 227 189 9.21 128 72 55 268.11 1.57 1.31 38875 227 189 Average 258.84 1.57 1.31 37532 228 189 Stdev 8.874 0.013 0.000 1287 2 0 Base 3 4 NO DATA Base 3 5 9.12 80 47 34 424.78 2.40 2.11 61593 348 306 9.21 82 48 36 418.51 2.35 1.99 60683 341 289 9.09 81 48 35 418.15 2.35 2.05 60632 341 297 9.24 82 49 36 419.87 2.30 1.99 60881 334 289 9.24 83 50 36 414.81 2.26 1.99 60148 327 289 Average 417.61 2.30 2.01 60554 334 292
C-125 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 Stdev 2.572 0.047 0.033 373 7 5 Base 4 1 9.05 244 199 105 138.20 0.57 0.68 20039 82 99 9.06 221 196 108 152.75 0.58 0.66 22149 83 96 9.1 229 194 108 148.07 0.58 0.66 21470 84 96 9.08 247 186 108 136.98 0.61 0.66 19862 88 96 9.13 273 182 107 124.61 0.62 0.67 18069 90 97 Average 136.55 0.60 0.67 19800 87 97 Stdev 11.733 0.019 0.004 1701 3 1 Base 4 2 8.92 244 153 112 136.22 0.74 0.64 19751 107 93 8.96 243 161 112 137.39 0.70 0.64 19922 102 93 9.03 241 162 113 139.61 0.70 0.64 20244 101 92 9.02 240 161 113 140.04 0.70 0.64 20306 102 92 8.98 234 161 113 142.99 0.70 0.64 20734 102 92 Average 140.88 0.70 0.64 20428 101 92 Stdev 1.841 0.002 0.000 267 0 0 Base 4 3 9.07 221 98 71 152.92 1.15 1.01 22174 167 147 9.09 213 100 71 159.02 1.13 1.01 23057 164 147 9.11 211 100 71 160.88 1.13 1.01 23327 164 147
C-126 Lot Sublot Point C Load, kN Deflection, µm Modulus, Mpa Modulus, psi Load δ 1 δ 2 δ 3 E1 E2 E3 E1 E2 E3 9.1 207 100 70 163.81 1.13 1.03 23752 164 149 9.1 206 100 71 164.60 1.13 1.01 23867 164 147 Average 163.09 1.13 1.02 23649 164 147 Stdev 1.961 0.000 0.008 284 0 1 Base 4 4 9.02 344 138 91 97.70 0.82 0.79 14167 119 114 8.95 325 138 90 102.61 0.82 0.80 14879 119 116 9.1 324 136 90 104.65 0.83 0.80 15175 120 116 9.05 324 139 92 104.08 0.81 0.78 15091 118 113 9.02 319 136 90 105.36 0.83 0.80 15277 120 116 Average 104.70 0.82 0.79 15181 119 115 Stdev 0.642 0.010 0.010 93 1 1 Base 4 5 9.09 322 165 119 105.19 0.68 0.60 15252 99 87 9.11 322 163 117 105.42 0.69 0.61 15286 100 89 9.26 314 163 117 109.88 0.69 0.61 15933 100 89 9.12 317 161 115 107.20 0.70 0.62 15544 102 91 9.18 315 160 116 108.59 0.71 0.62 15745 102 90 Average 108.56 0.70 0.62 15741 101 90 Stdev 1.343 0.007 0.005 195 1 1 * Average modulus values are calculated using load-deflection data for drops 3, 4, and 5. Drops 1 and 2 are considered seating drops.
C-127 Modulus is determined from the following expression: ( ) 0 2 0 **12)( δν paMPaE â= and ( ) xx R aMPaE 1*1**1)( 22 δνâ= where ν is the Poissonâs ration (recommended value is 0.4 for this device) a is radius of the load plate in mm (100 mm in this project) p is the contact pressure kPa δx is measured deflection at distance âxâ μm Rx is the radial distance of the deflection sensor from the load The calculations used a conversion factor of 145 to express modulus in psi
C-128 Table 47. Modulus measured by LWD 3 in US-280, AL Base, psi Note: Test repetitions were performed at individual points as shown in Table 48 Lot # Sublot A B C Average Lot Average 1 1 25287 13583 10001 16290 2 17108 20791 17710 18537 3 36855 44871 50323 44016 4 38809 48117 49662 45529 5 52636 63518 3973 40042 32883 2 1 24986 13641 8917 15848 2 14716 10567 14962 13415 3 31429 12132 12500 18687 4 13833 13186 14515 13844 5 10054 10493 7056 9201 14199 3 1 41680 28560 27909 32716 2 25091 29001 21491 25195 3 26730 6009 19392 17377 4 19506 41692 18967 26721 5 11573 28877 46626 29026 26207 4 1 9340 8868 9471 9226 2 8692 8786 9354 8944 3 10024 13149 13249 12141 4 9805 10425 8630 9620 5 8998 7531 8225 8251 9636 Average lot 1 by row 34139 38176 26334 Average lot 2 by row 19004 12004 11590 Average lot 3 by row 24916 26828 26877 Average lot 4 by row 9372 9752 9786 Average project by row 21858 21690 18647 Average project 20731
C-129 Table 48. Repeatability in Modulus measurements by LWD 3 in US-280, AL Base, psi Note: Summary of test results are shown in Table 47 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi Base 1 1 9.1 96 177 25616 9.3 268 65 9354 9.4 500 35 5086 9.6 105 171 24800 9.8 209 87 12674 9.8 611 30 4337 9.6 104 173 25089 10.0 306 61 8830 9.8 257 71 10308 9.8 104 174 25259 9.8 127 144 20860 9.8 237 77 11156 9.8 104 176 25513 10.0 244 76 11058 9.8 311 59 8538 Average 174 25287 10 226 94 13583 10 268 69 10001 Stdev 1.47 213.06 0.11 90.98 44.14 6400.01 0.00 38.28 9.21 1335.54 Base 1 2 8.2 178 86 12504 8.6 126 127 18352 8.5 135 117 16938 8.6 147 109 15800 8.6 114 139 20213 8.6 133 121 17512 8.6 138 116 16772 8.6 113 142 20572 8.5 131 121 17578 8.6 136 118 17059 8.6 112 143 20750 8.6 130 123 17864 8.6 136 118 17108 8.6 112 143 20791 8.5 130 122 17689 Average 117 16980 9 112 143 20704 9 130 122 17710 Stdev 1.25 181.25 0.02 0.89 0.80 116.53 0.03 0.55 0.99 143.98 Base 1 3 8.5 67 238 34484 8.6 60 265 38417 8.5 55 288 41710 8.6 63 253 36668 8.7 53 305 44175 8.7 45 361 52295 8.6 63 255 37010 8.7 52 308 44614 8.6 47 344 49881 8.6 63 255 36961 8.7 52 308 44717 8.7 46 353 51177
C-130 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi 8.5 62 252 36592 8.8 53 312 45281 8.7 47 344 49910 Average 254 36855 9 52 309 44871 9 47 347 50323 Stdev 1.58 228.44 0.08 0.06 2.48 358.97 0.04 0.75 5.10 739.85 Base 1 4 8.1 503 30 4326 8.3 82 189 27435 8.5 184 86 12406 8.6 60 270 39097 8.6 49 326 47246 8.7 48 338 49011 8.6 59 271 39326 8.7 49 332 48146 8.7 47 343 49692 8.6 60 267 38775 8.7 48 335 48539 8.7 47 343 49664 8.7 61 264 38326 8.6 49 329 47665 8.7 47 342 49629 Average 268 38809 9 49 332 48117 9 47 342 49662 Stdev 3.45 500.44 0.04 0.34 3.02 437.84 0.02 0.08 0.22 31.59 Base 1 5 8.9 50 335 48519 8.2 37 416 60382 8.3 4541 3 494 8.7 43 373 54130 8.6 36 441 63974 8.8 597 27 3986 8.7 44 367 53261 8.7 37 444 64402 8.6 784 20 2967 8.7 45 359 52095 8.7 37 434 62907 8.8 516 32 4582 8.7 44 362 52550 8.6 37 436 63243 8.7 535 30 4370 Average 363 52636 9 37 438 63518 9 612 27 3973 Stdev 4.05 587.56 0.05 0.35 5.41 784.28 0.08 149.70 6.05 877.81 Base 2 1 8.4 95 163 23659 8.0 257 58 8396 7.6 5514 3 371 1.7 29 110 15966 8.7 199 81 11758 6.4 1666 7 1041
C-131 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi 8.4 112 140 20332 8.4 172 91 13242 6.8 4006 3 459 8.4 85 184 26707 8.7 169 95 13840 8.3 143 107 15579 8.5 82 193 27921 8.5 166 95 13842 8.6 216 74 10713 Average 172 24986 9 169 94 13641 8 1455 61 8917 Stdev 28.11 4076.54 0.12 2.95 2.38 345.63 0.94 #### 53.23 7718.34 Base 2 2 8.4 137 114 16572 7.9 838 17 2531 8.3 229 68 9828 1.2 419 5 747 8.6 390 41 5960 8.8 171 95 13835 8.6 109 147 21270 8.8 303 54 7861 8.7 159 102 14738 8.4 236 66 9589 8.6 222 72 10479 8.7 157 103 14960 8.6 175 92 13291 8.7 175 92 13363 8.8 156 105 15188 Average 101 14716 9 234 73 10567 9 157 103 14962 Stdev 41.17 5969.52 0.11 64.81 18.98 2752.31 0.03 1.93 1.55 224.72 Base 2 3 8.0 261 57 8251 7.8 541 27 3892 7.9 730 20 2906 7.8 142 102 14838 8.6 252 63 9172 8.7 208 78 11317 8.7 73 221 32108 8.5 187 84 12238 8.6 190 84 12185 8.7 75 217 31405 8.1 197 77 11166 8.5 182 87 12653 8.7 76 212 30773 8.3 173 90 12992 8.1 173 87 12661 Average 217 31429 8 186 84 12132 8 182 86 12500 Stdev 4.61 667.84 0.16 12.05 6.33 917.76 0.25 8.38 1.88 272.90
C-132 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi Base 2 4 7.8 288 50 7322 7.8 307 47 6862 8.5 181 88 12752 8.2 231 66 9635 8.6 188 85 12322 8.6 166 96 13985 8.6 175 91 13222 8.5 175 90 13029 8.7 167 97 14091 8.6 178 90 13001 8.5 176 90 13050 8.6 158 102 14749 8.4 149 105 15277 8.5 170 93 13478 8.6 158 101 14704 Average 95 13833 8 173 91 13186 9 161 100 14515 Stdev 8.66 1255.01 0.02 3.38 1.75 253.13 0.05 4.93 2.54 367.81 Base 2 5 7.9 525 28 4069 8.2 2496 6 886 8.5 504 31 4538 8.2 238 64 9319 8.6 159 100 14553 8.5 411 39 5607 8.4 228 68 9917 8.6 227 71 10235 8.5 221 72 10420 8.4 223 70 10159 8.7 111 145 21091 8.6 405 39 5720 8.4 224 70 10085 1.2 2070 1 155 8.5 456 35 5028 Average 69 10054 6 803 72 10493 9 361 49 7056 Stdev 0.86 124.18 4.30 #### 72.21 ##### 0.04 123.89 20.23 2933.90 Base 3 1 8.4 297 53 7661 8.0 256 58 8440 8.2 94 162 23454 8.7 106 152 22051 8.6 97 167 24144 8.7 75 214 31096 8.7 57 284 41178 1.1 8 236 34168 8.7 74 219 31762 8.7 56 288 41773 8.6 92 175 25387 3.4 49 130 18810 8.6 55 290 42090 8.7 89 180 26124 8.7 71 229 33156 Average 287 41680 6 63 197 28560 7 65 192 27909
C-133 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi Stdev 3.19 463.09 4.38 47.52 33.60 4871.32 3.04 13.33 54.56 7910.88 Base 3 2 8.0 300 50 7199 8.2 102 150 21769 7.9 1050 14 2026 8.6 96 168 24383 8.7 82 197 28615 8.5 133 118 17113 8.6 95 170 24586 8.9 82 200 29066 8.4 107 146 21226 8.7 94 172 24947 8.7 82 199 28797 8.5 109 145 21089 8.7 91 178 25740 8.9 82 201 29140 8.7 106 153 22160 Average 173 25091 9 82 200 29001 9 108 148 21491 Stdev 4.07 590.18 0.08 0.26 1.25 180.75 0.16 1.43 4.02 582.73 Base 3 3 8.2 100 152 22112 8.0 1412 11 1523 7.7 195 73 10640 8.5 95 168 24348 8.5 552 29 4182 8.7 134 121 17514 3.1 28 205 29778 8.5 367 43 6293 8.6 121 133 19297 8.5 92 173 25035 8.6 371 43 6228 8.7 120 134 19466 8.7 92 175 25376 8.5 418 38 5506 8.6 120 134 19413 Average 184 26730 9 385 41 6009 9 120 134 19392 Stdev 18.24 2645.13 0.02 28.43 3.01 436.56 0.02 0.44 0.60 86.75 Base 3 4 8.0 195 76 11044 8.3 56 277 40098 8.5 150 105 15267 8.6 135 118 17119 8.6 51 313 45457 8.6 82 196 28441 8.6 123 130 18836 8.4 53 296 42887 8.6 143 112 16238 8.5 117 136 19725 8.4 59 267 38655 8.6 141 113 16368
C-134 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi 8.7 117 138 19956 8.4 52 300 43534 8.5 94 168 24294 Average 135 19506 8 55 288 41692 9 126 131 18967 Stdev 4.08 591.14 0.02 3.67 18.28 2649.98 0.07 27.78 31.82 4613.90 Base 3 5 8.3 287 54 7850 8.4 85 184 26636 8.2 604 25 3658 8.7 147 110 15903 8.6 82 195 28249 8.6 126 127 18384 8.6 183 88 12707 8.6 86 187 27062 8.3 47 331 47938 8.5 207 76 11084 8.7 78 207 30023 8.4 48 329 47668 8.5 210 75 10929 8.6 78 204 29548 8.2 50 305 44272 Average 80 11573 9 81 199 28877 8 48 322 46626 Stdev 6.79 984.55 0.05 4.36 10.97 1590.25 0.13 1.54 14.09 2043.28 Base 4 1 7.8 400 36 5237 7.8 396 37 5346 7.4 928 15 2161 8.4 260 60 8661 8.5 275 57 8304 8.2 251 61 8882 8.4 248 63 9107 8.5 262 60 8733 8.4 243 65 9374 8.4 240 65 9419 8.3 254 61 8814 8.5 241 66 9508 8.4 239 65 9494 8.3 249 62 9056 8.4 237 66 9532 Average 64 9340 8 255 61 8868 8 240 65 9471 Stdev 1.42 205.32 0.10 6.74 1.16 168.48 0.06 3.10 0.59 85.16 Base 4 2 7.6 526 27 3888 8.3 395 39 5646 7.9 473 31 4502 8.5 298 53 7675 8.4 282 55 8043 8.5 284 56 8062
C-135 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi 8.3 266 58 8447 8.4 263 60 8678 8.6 256 62 9027 8.5 262 60 8727 8.5 264 60 8665 8.6 245 66 9499 8.5 258 61 8902 8.4 253 62 9014 8.5 240 66 9536 Average 60 8692 8 260 61 8786 9 247 65 9354 Stdev 1.58 229.36 0.02 6.06 1.37 198.04 0.06 8.17 1.96 283.58 Base 4 3 7.5 386 36 5259 8.1 207 73 10571 7.7 366 39 5667 8.5 244 64 9337 8.5 167 95 13788 8.4 185 85 12327 8.4 235 67 9702 8.6 159 100 14569 8.4 170 92 13351 8.5 227 69 10040 8.6 157 102 14724 8.5 181 87 12626 8.6 224 71 10331 8.5 226 70 10154 8.4 166 95 13769 Average 69 10024 9 181 91 13149 8 172 91 13249 Stdev 2.17 314.66 0.05 39.05 17.89 2594.72 0.04 8.03 3.99 578.20 Base 4 4 7.8 442 33 4754 7.9 408 36 5222 7.7 672 21 3108 8.4 244 64 9261 8.3 237 66 9526 8.4 284 55 7960 8.5 241 66 9555 8.4 225 70 10082 8.3 271 57 8297 8.4 232 68 9800 8.5 220 72 10487 8.5 263 60 8711 8.5 228 69 10059 8.6 216 74 10707 8.5 257 61 8882 Average 68 9805 9 220 72 10425 8 263 60 8630 Stdev 1.74 251.98 0.09 4.62 2.19 316.87 0.09 6.81 2.08 300.94
C-136 Lot Sub-lot Point A Point B Point C Load δ Modulus Modulus Load δ Modulus Modulus Load δ Modulus Modulus kN µm MPa psi kN µm MPa psi kN µm MPa psi Base 4 5 8.3 462 33 4857 8.2 692 22 3188 8.1 1023 15 2144 8.5 278 57 8250 8.6 340 47 6815 8.6 315 51 7407 8.6 263 61 8813 8.6 317 51 7331 8.6 289 56 8086 8.6 260 62 8997 8.6 304 53 7686 8.4 279 56 8181 8.6 254 63 9182 8.7 309 52 7575 8.7 278 58 8408 Average 62 8998 9 310 52 7531 9 282 57 8225 Stdev 1.27 184.16 0.03 6.58 1.25 181.32 0.12 5.86 1.14 165.12
C-137 Table 49. Modulus measured by DSPA in US-280, AL Base, psi Note: Test repetitions were performed at individual points as shown in Table 50 Lot # Sublot A B C Average Lot Average 1 1 241000 205667 223333 223333 2 189667 189000 172000 183556 3 258333 275333 270000 267889 4 235000 270000 265167 256722 5 237667 235167 235167 236000 233500 2 1 155000 147500 148000 150167 2 169667 179333 128333 159111 3 217000 169500 184500 190333 4 209500 224000 191333 208278 5 176333 255167 279333 236944 188967 3 1 203333 207000 214667 208333 2 180167 198667 198833 192556 3 148833 133667 132333 138278 4 189500 159333 147333 165389 5 150000 156167 178000 161389 173189 4 1 111000 126667 121167 119611 2 117000 134333 124333 125222 3 118333 126000 91667 112000 4 114333 85667 103333 101111 5 122000 144667 121333 129333 117456 Average lot 1 by row 232333 235033 233133 Average lot 2 by row 185500 195100 186300 Average lot 3 by row 174367 170967 174233 Average lot 4 by row 116533 123467 112367 Average project by row 177183 181142 176508 Average project 178278
C-138 Table 50. Repeatability in Modulus measurements by DSPA in US-280, AL Base, psi Note: Summary of test results are shown in Table 49 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point Base 1 1 A 234000 269000 220000 241000 25239 Base 1 1 B 172000 251000 194000 205667 40772 Base 1 1 C 269000 194000 207000 223333 40079 Base 1 2 A 207000 183000 179000 189667 15144 Base 1 2 B 221000 183000 163000 189000 29462 Base 1 2 C 172000 172000 172000 172000 0 Base 1 3 A 271000 269000 235000 258333 20232 Base 1 3 B 269000 288000 269000 275333 10970 Base 1 3 C 220000 300000 290000 270000 43589 Base 1 4 A 251000 220000 234000 235000 15524 Base 1 4 B 290000 269000 251000 270000 19519 Base 1 4 C 269000 290500 236000 265167 27451 Base 1 5 A 250000 269000 194000 237667 38991 Base 1 5 B 221500 250000 234000 235167 14286 Base 1 5 C 221500 250000 234000 235167 14286 Base 2 1 A 163000 155000 147000 155000 8000 Base 2 1 B 155000 146000 141500 147500 6874 Base 2 1 C 183000 152000 109000 148000 37162 Base 2 2 A 207000 163000 139000 169667 34487 Base 2 2 B 183000 172000 183000 179333 6351 Base 2 2 C 132000 133000 120000 128333 7234 Base 2 3 A 194000 206000 251000 217000 30050 Base 2 3 B 152500 173000 183000 169500 15548 Base 2 3 C 251000 147500 155000 184500 57713 Base 2 4 A 236000 186500 206000 209500 24935 Base 2 4 B 269000 183000 220000 224000 43139 Base 2 4 C 206000 195000 173000 191333 16803 Base 2 5 A 220000 155000 154000 176333 37820 Base 2 5 B 252000 252000 261500 255167 5485 Base 2 5 C 312000 290000 236000 279333 39107 Base 3 1 A 220000 207000 183000 203333 18771
C-139 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point Base 3 1 B 238000 220000 163000 207000 39154 Base 3 1 C 182000 234000 228000 214667 28449 Base 3 2 A 139000 195000 206500 180167 36112 Base 3 2 B 206000 195000 195000 198667 6351 Base 3 2 C 163000 213500 220000 198833 31202 Base 3 3 A 139000 155000 152500 148833 8607 Base 3 3 B 155000 114000 132000 133667 20551 Base 3 3 C 132000 139000 126000 132333 6506 Base 3 4 A 146000 215500 207000 189500 37911 Base 3 4 B 173000 172000 133000 159333 22811 Base 3 4 C 114000 155000 173000 147333 30238 Base 3 5 A 155000 175000 120000 150000 27839 Base 3 5 B 163000 146000 159500 156167 8977 Base 3 5 C 173000 206000 155000 178000 25865 Base 4 1 A 114000 99000 120000 111000 10817 Base 4 1 B 120000 114000 146000 126667 17010 Base 4 1 C 155000 104000 104500 121167 29302 Base 4 2 A 120000 139000 92000 117000 23643 Base 4 2 B 155000 109000 139000 134333 23352 Base 4 2 C 109000 155000 109000 124333 26558 Base 4 3 A 126000 114000 115000 118333 6658 Base 4 3 B 146000 132000 100000 126000 23580 Base 4 3 C 92000 69000 114000 91667 22502 Base 4 4 A 102000 109000 132000 114333 15695 Base 4 4 B 76000 67000 114000 85667 24947 Base 4 4 C 100000 100000 110000 103333 5774 Base 4 5 A 132000 120000 114000 122000 9165 Base 4 5 B 132000 139000 163000 144667 16258 Base 4 5 C 114000 118000 132000 121333 9452
C-140 Table 51. Modulus measured by FWD in US-280, AL Base, psi Note: Test repetitions were not performed at individual points; Sublot- Point Composite Base + Subgrade Stiffness from Center Defl. Subgrade Stiffness from 12"- 36" Offset Defl. Hogg Mr from Forward calculation * Composite Base + Subgrade Stiffness from Center Defl. Subgrade Stiffness from 12"- 36" Offset Defl. Hogg Mr from Forward- calculatio n* Lot â Base 1 Lot Base 2 0 33,088 24,482 17,163 34,547 22,917 16,612 1-A 35,102 24,988 18,147 22,860 19,973 13,829 1-B 31,414 21,950 15,738 6825* 15,708 error 1-C 30,158 20,664 15,722 Average 32,441 23,021 16,693 28,703 19,533 15,221 Stdev 2,142 2,058 1,182 8,264 3,624 1,968 2-A 18,717 12,308 8,130 21,616 18,480 11,900 2-B 17,554 10,127 6,260 18,572 14,055 8,602 2-C 18,036 11,153 7,159 20,656 16,947 9,232 Average 18,102 11,196 7,183 20,282 16,494 9,912 Stdev 585 1,091 935 1,556 2,247 1,751 3-A 39,748 21,711 16,655 31,336 35,140 15,481 3-B 39,147 24,372 17,922 25,895 33,383 18,156 3-C 43,675 28,016 20,210 21,103 28,206 14,862 Average 40,856 24,700 18,262 26,111 32,243 16,166 Stdev 2,459 3,165 1,802 5,120 3,605 1,751 4-A 52,057 45,582 27,526 36,072 46,720 26,444 4-B 54,487 45,358 26,779 43,591 49,506 32,122 4-C 52,660 43,691 25,914 44,295 47,417 30,026 Average 53,068 44,877 26,739 41,319 47,881 29,531 Stdev 1,265 1,033 807 4,558 1,450 2,871 5-A 58,036 51,238 32,322 24565* 49,891 error 5-B 61,723 55,383 35,101 45,775 50,736 31,367 5-C 60,276 57,685 38,332 41,904 50,295 28,742 Average 60,011 54,769 35,252 43,839 50,307 30,054 Stdev 1,857 3,267 3,008 2,738 423 1,856 Lot avg 40,367 31,169 20,567 31,402 33,291 19,798 stdev 15,094 16,085 9,683 10,200 14,618 8,686
C-141 Sublot- Point Composite Base + Subgrade Stiffness from Center Defl. Subgrade Stiffness from 12"- 36" Offset Defl. Hogg Mr from Forward calculation * Composite Base + Subgrade Stiffness from Center Defl. Subgrade Stiffness from 12"- 36" Offset Defl. Hogg Mr from Forward- calculatio n* Lot â Base 3 Lot â Base 4 1-A 54,681 38,264 32,303 13,735 8,584 5,502 1-B 53,653 37,502 31,691 12,883 7,744 4,972 1-C 49,336 32,146 26,903 13,561 8,357 5,429 Average 52,557 35,970 30,299 13,393 8,228 5,301 Stdev 2,836 3,334 2,957 450 434 287 2-A 24,606 26,845 14,202 14,851 9,365 5,699 2-B 25,096 16,972 11,711 14,659 9,247 5,406 2-C 23,666 15,797 10,614 14,705 9,384 5,704 Average 24,456 19,871 12,176 14,738 9,332 5,603 Stdev 727 6,068 1,839 100 74 171 3-A 18,482 11,106 7,811 14,573 11,054 7,281 3-B 19,830 11,224 8,198 14,387 11,189 7,201 3-C 21,396 12,300 9,235 14,241 10,995 7,452 Average 19,902 11,543 8,415 14,401 11,079 7,311 Stdev 1,458 658 737 166 99 128 4-A 42,285 26,543 22,321 15,089 12,868 7,505 4-B 27,066 23,161 18,461 12,697 12,369 6,601 4-C 32,557 25,176 20,328 15,746 13,177 7,699 Average 33,969 24,960 20,370 14,511 12,805 7,268 Stdev 7,708 1,701 1,931 1,605 408 586 5-A 37,368 28,201 20,349 14,187 9,876 6,230 5-B 29,734 26,961 18,739 14,478 12,903 6,844 5-C 37,551 25,894 19,630 12,591 10,350 5,749 Average 34,884 27,019 19,573 13,752 11,043 6,274 Stdev 4,461 1,154 807 1,016 1,628 549 Lot avg 33,154 23,873 18,166 14,202 10,650 6,418 stdev 12,172 8,789 7,969 925 1,722 917 Project Average 29,781 24,746 16,237 Project Stdev 11,087 10,226 6,623 * Modulus determined from center and offset deflections are considered more accurate as the Hogg model might not be applicable for unbound layer tests
C-142 Table 52. Density (pcf) and Percent Moisture Content (MC) measured by Nuclear Gauge in US-280, AL Base Note: Test repetitions data is shown in Table 53 Lot # Sublot A B C Average Lot Average Density MC * Density MC 1 1 * 160.5 3.6 * 160.5 3.6 5 * 159.3 4.5 159.3 4.5 159.9 4.0 * 2 1 * 152.1 2.9 * 152.1 2.9 5 * 158.6 2.5 158.6 2.5 155.3 2.7 * 3 1 * 148.7 3.4 * 148.7 3.4 5 * 153.9 3.0 153.9 3.0 151.3 3.2 * 4 1 * 148.1 3.8 * 148.1 3.8 5 * 147.4 3.8 147.4 3.8 147.7 3.8 * Average lot 1 * 159.9 4.0 * Average lot 2 * 155.3 2.7 * Average lot 3 * 151.3 3.2 * Average lot 4 * 147.7 3.8 * Average project * 153.5 3.4 *
C-143 Table 53. Density and Moisture Content using Nuclear Gauge in US-280, AL Base Note: Summary of results is presented in Lot 1 - Westbound, west side of bridge Point Density, lbs/ft^3 Moisture Content, % 1-B-1 158.1 3.4 1-B-2 162.8 3.7 Average 160.5 3.6 5-B-1 155.8 4.9 5-B-2 162.8 4.1 Average 159.3 4.5 Lot 2 - Eastbound, west side of bridge Point Density, lbs/ft^3 Moisture Content, % 5-B-1 159.3 2.7 5-B-2 159.4 2.8 5-B-3 157.0 2.0 Average 158.6 2.5 1-B-1 154.7 3.0 1-B-2 149.5 2.8 Average 152.1 2.9 Lot 3 - Westbound, east side of bridge Point Density, lbs/ft^3 Moisture Content, % 1-B-1 148.1 3.5 1-B-2 149.3 3.3 Average 148.7 3.4 5-B-1 154.6 2.9 5-B-2 153.1 3.0 Average 153.9 3.0 Lot 4 - Eastbound, east side of bridge Point Density, lbs/ft^3 Moisture Content, % 1-B-1 151.4 4.0 1-B-2 144.7 3.5 Average 148.1 3.8 5-B-1 144.4 3.7 5-B-2 150.3 3.8 Average 147.4 3.8
C-144 Table 54. Summary of Resilient Modulus Test Results in US-280, MN Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 4.9 3.0 3.0 10.9 0.9 1.9 55245 36626 2 10.0 6.0 6.0 22.0 1.9 4.0 61503 54516 3 16.7 10.0 10.0 36.7 3.2 6.7 71132 70822 4 25.2 15.0 15.0 55.2 4.8 10.2 89915 84883 5 33.2 20.0 20.0 73.2 6.2 13.2 105235 95429 6 6.4 3.0 3.0 12.4 1.6 3.4 46559 38147 7 12.8 6.0 6.0 24.8 3.2 6.8 51383 54797 8 21.3 10.0 10.0 41.3 5.3 11.3 62790 68552 9 32.3 15.0 15.0 62.3 8.2 17.3 78397 78981 10 43.3 20.0 20.0 83.3 11.0 23.3 90944 85402 11 9.3 3.0 3.0 15.3 2.9 6.3 40306 40505 12 18.6 6.0 6.0 30.6 5.9 12.5 46202 54872 13 31.1 10.0 10.0 51.1 9.9 21.1 59165 64656 14 47.0 15.0 15.0 77.0 15.1 32.0 72720 70509 15 61.9 20.0 20.0 101.9 19.7 41.9 16 12.1 3.0 3.0 18.1 4.3 9.1 38425 42226 17 24.4 6.0 6.0 36.4 8.7 18.4 44699 54570 18 40.9 10.0 10.0 60.9 14.6 30.9 56794 61544 19 60.9 15.0 15.0 90.9 21.6 45.9 67863 64988 20 81.4 20.0 20.0 121.4 28.9 61.4 83823 65905 21 17.8 3.0 3.0 23.8 7.0 14.8 36902 44487 22 35.9 6.0 6.0 47.9 14.1 29.9 45713 53490 23 57.9 10.0 10.0 77.9 22.6 47.9 55636 57368 24 89.5 15.0 15.0 119.5 35.1 74.5 68828 57505 25 119.4 20.0 20.0 159.4 46.9 99.4 26 23.0 3.0 3.0 29.0 9.4 20.0 37379 45671 27 47.3 6.0 6.0 59.3 19.5 41.3 48517 52218 28 78.9 10.0 10.0 98.8 32.5 68.9 29 118.2 15.0 15.0 148.2 48.6 103.2 30 20.0 20.0 20.0 60.0 0.0 0.0 Repetition 2 1 4.9 3.0 3.0 10.9 0.9 1.9 33954 30128 2 9.9 6.0 6.0 22.0 1.9 3.9 42045 47786 3 16.8 10.0 10.0 36.8 3.2 6.8 67598 65436
C-145 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 4 25.1 15.0 15.0 55.1 4.8 10.2 87513 82323 5 33.4 20.0 20.0 73.4 6.3 13.4 108758 95697 6 6.4 3.0 3.0 12.4 1.6 3.4 39951 32008 7 12.9 6.0 6.0 24.9 3.3 6.9 47613 49303 8 21.5 10.0 10.0 41.5 5.4 11.5 60646 65451 9 32.2 15.0 15.0 62.2 8.1 17.2 80035 79877 10 43.2 20.0 20.0 83.2 10.9 23.2 96945 90376 11 9.3 3.0 3.0 15.3 3.0 6.3 35443 35105 12 18.7 6.0 6.0 30.7 6.0 12.6 43942 51597 13 31.0 10.0 10.0 51.0 9.9 21.0 59463 65434 14 47.0 15.0 15.0 77.0 15.1 32.0 78004 76455 15 62.1 20.0 20.0 102.1 19.8 42.1 84116 83966 16 12.2 3.0 3.0 18.2 4.3 9.2 34185 37623 17 24.4 6.0 6.0 36.4 8.7 18.4 45059 53305 18 40.9 10.0 10.0 60.9 14.6 30.9 62086 65382 19 61.2 15.0 15.0 91.2 21.8 46.2 75340 74327 20 81.1 20.0 20.0 121.1 28.8 61.1 82212 80043 21 18.0 3.0 3.0 24.0 7.1 15.0 34883 41580 22 36.0 6.0 6.0 48.0 14.1 30.0 48361 55681 23 58.1 10.0 10.0 78.1 22.7 48.1 63104 65260 24 89.5 15.0 15.0 119.5 35.1 74.5 75463 71683 25 117.9 20.0 20.0 157.9 46.2 97.9 88100 75564 26 23.2 3.0 3.0 29.2 9.5 20.2 35227 44263 27 47.6 6.0 6.0 59.6 19.6 41.6 48730 57231 28 79.0 10.0 10.0 99.0 32.5 69.0 67032 65103 29 117.4 15.0 15.0 147.4 48.3 102.4 79191 70098 30 20.0 20.0 20.0 60.0 0.0 0.0 107854 Repetition 3 1 4.9 3.0 3.0 10.9 0.9 1.9 55947 40258 2 10.0 6.0 6.0 22.0 1.9 4.0 66632 57614 3 16.7 10.0 10.0 36.6 3.1 6.7 80474 73472 4 24.9 15.0 15.0 54.9 4.7 9.9 99239 87791 5 33.1 20.0 20.0 73.1 6.2 13.1 117617 98588 6 6.4 3.0 3.0 12.4 1.6 3.4 50553 42122 7 12.9 6.0 6.0 24.9 3.2 6.9 58262 58884 8 21.4 10.0 10.0 41.4 5.4 11.4 71493 73272
C-146 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 9 32.5 15.0 15.0 62.5 8.2 17.5 88274 85257 10 43.3 20.0 20.0 83.3 11.0 23.3 97941 93637 11 9.3 3.0 3.0 15.3 3.0 6.3 44994 45184 12 18.6 6.0 6.0 30.6 5.9 12.6 53254 60801 13 31.2 10.0 10.0 51.2 10.0 21.2 67722 72881 14 46.9 15.0 15.0 76.9 15.1 31.9 79173 81929 15 62.4 20.0 20.0 102.4 20.0 42.4 80893 87735 16 12.2 3.0 3.0 18.2 4.3 9.2 43829 47600 17 24.3 6.0 6.0 36.3 8.6 18.3 51913 62178 18 40.9 10.0 10.0 60.8 14.5 30.9 65451 72532 19 61.1 15.0 15.0 91.1 21.7 46.1 74143 79739 20 81.9 20.0 20.0 121.9 29.2 61.9 77784 83980 21 17.9 3.0 3.0 23.9 7.0 14.9 43210 51287 22 36.0 6.0 6.0 48.0 14.1 30.0 53330 64011 23 58.1 10.0 10.0 78.1 22.7 48.1 65965 71988 24 89.3 15.0 15.0 119.3 35.0 74.3 78217 76928 25 119.7 20.0 20.0 159.7 47.0 99.7 86814 79594 26 23.1 3.0 3.0 29.1 9.5 20.1 45274 53726 27 47.6 6.0 6.0 59.6 19.6 41.6 56418 65115 28 78.8 10.0 10.0 98.8 32.4 68.8 72546 71443 29 117.1 15.0 15.0 147.1 48.2 102.2 85558 75158 30 155.6 20.0 20.0 195.6 63.9 135.6 99626 77078 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 3,199.8 2,658.1 3,358.1 K2 0.650 0.722 0.563 K3 -0.951 -0.742 -0.604
C-147 Deviator Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 19. Resilient Modulus vs. Deviator Stress in US-280, MN Base Rep 1 Bulk Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 20. Bulk stress vs. Resilient Modulus in US-280, MN Base â Rep 1 y = 0.7502x + 14451 R2 = 0.8152 0 20000 40000 60000 80000 100000 120000 0 20000 40000 60000 80000 100000 120000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 21. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 1
C-148 Bulk Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 22. Resilient Modulus vs. Deviator Stress in US-280, MN Base â Rep 2 Deviator Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 23. Bulk stress vs. Resilient Modulus in US-280 MN Base â Rep 2 y = 0.8039x + 12309 R2 = 0.9319 0 20000 40000 60000 80000 100000 120000 0 20000 40000 60000 80000 100000 120000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 24. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 2
C-149 Bulk Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 140000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (ps i) R es ili en t M od ul us (p si ) Figure 25. Resilient Modulus vs. Deviator Stress in US-280, MN Base â Rep 3 Dev iator Stress vs Resilient M odulus 0 20000 40000 60000 80000 100000 120000 140000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 26. Bulk stress vs. Resilient Modulus in US-280, MN Base â Rep 3 y = 0.7098x + 19743 R2 = 0.7828 0 20000 40000 60000 80000 100000 120000 140000 0 20000 40000 60000 80000 100000 120000 140000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 27. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 3
C-150 I-85, AL SUBGRADE TESTING PRIOR TO INTELLIGENCE COMPACTION Subgrade test site Section 1 Section 2 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D Gas Station Hotel I-85 No rth I-85 So uth To NCAT â¢1 thru 5 @ 50 feet sp. â¢A thru D @ 4 feet sp. 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D Note: No station information was available for these sections
C-151 Table 55. Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Note: Test data for number of blows vs penetration is shown in Table 56. Lot Sublot A B C D Average Lot Average 1 1 59.03 46.58 45.69 41.26 48.14 2 46.63 14.00 36.57 43.22 35.11 3 61.17 54.12 75.10 64.65 63.76 4 59.39 47.50 32.12 50.96 47.49 5 43.31 63.03 42.09 56.03 51.11 49.12 2 1 59.93 45.35 29.76 36.77 42.95 2 55.77 54.85 40.63 49.43 50.17 3 62.43 43.09 44.84 59.15 52.38 4 59.46 77.65 62.03 62.67 65.45 5 69.60 57.35 75.88 73.13 68.99 55.99 Average lot 1 by row 53.90 45.05 46.32 51.22 Average lot 2 by row 61.44 55.66 50.63 56.23 Average by row 57.67 50.35 48.47 53.73 Project average 52.56
C-152 Table 56. Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 1 1 1 1 1 1 1 1 Point A B C D A B C D N um be r o f b lo w s 1 280 310 270 285 2 370 385 310 325 90.00 75.00 40.00 40.00 3 430 440 410 395 75.00 65.00 70.00 55.00 4 470 465 440 450 63.33 51.67 56.67 55.00 5 485 485 465 470 51.25 43.75 48.75 46.25 6 510 510 490 495 46.00 40.00 44.00 42.00 7 540 535 515 525 43.33 37.50 40.83 40.00 8 590 560 540 535 44.29 35.71 38.57 35.71 9 595 565 560 35.63 36.88 34.38 10 625 590 580 35.00 35.56 32.78 11 600 31.50 12 13 14 15 16 17 18 End 580 610 570 585 Average PI at point 59.03 46.58 45.69 41.26
C-153 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 2 2 2 2 2 2 2 2 Point A B C D A B C D N um be r o f b lo w s 1 280 285 300 280 2 335 300 345 320 55.00 15.00 45.00 40.00 3 375 315 380 365 47.50 15.00 40.00 42.50 4 420 330 410 400 46.67 15.00 36.67 40.00 5 475 340 435 450 48.75 13.75 33.75 42.50 6 520 350 470 520 48.00 13.00 34.00 48.00 7 550 360 500 560 45.00 12.50 33.33 46.67 8 575 370 550 580 42.14 12.14 35.71 42.86 9 600 380 590 40.00 11.88 36.25 10 395 610 12.22 34.44 11 405 12.00 12 415 11.82 13 430 12.08 14 455 13.08 15 490 14.64 16 535 16.67 17 560 17.19 18 575 17.06 End 590 16.94 580 585 600 580 Average PI at point 46.63 14.00 36.57 43.22
C-154 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 3 3 3 3 3 3 3 3 Point A B C D A B C D N um be r o f b lo w s 1 290 280 320 310 2 355 340 390 380 65.00 60.00 70.00 70.00 3 415 390 455 425 62.50 55.00 67.50 57.50 4 465 460 565 490 58.33 60.00 81.67 60.00 5 530 500 645 585 60.00 55.00 81.25 68.75 6 590 535 645 60.00 51.00 67.00 7 580 50.00 8 615 47.86 9 10 11 12 13 14 15 16 17 18 End 590 580 620 610 Average PI at point 61.17 54.12 75.10 64.65
C-155 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 4 4 4 4 4 4 4 4 Point A B C D A B C D N um be r o f b lo w s 1 315 275 300 370 2 380 310 330 420 65.00 35.00 30.00 50.00 3 430 360 370 480 57.50 42.50 35.00 55.00 4 505 415 410 520 63.33 46.67 36.67 50.00 5 555 485 450 565 60.00 52.50 37.50 48.75 6 605 550 470 630 58.00 55.00 34.00 52.00 7 630 595 485 670 52.50 53.33 30.83 50.00 8 500 28.57 9 530 28.75 10 575 30.56 11 610 31.00 12 635 30.45 13 14 15 16 17 18 End 615 575 600 670 Average PI at point 59.39 47.50 32.12 50.96
C-156 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 5 5 5 5 5 5 5 5 Point A B C D A B C D N um be r o f b lo w s 1 360 320 315 315 2 425 385 360 375 65.00 65.00 45.00 60.00 3 450 440 390 435 45.00 60.00 37.50 60.00 4 470 505 425 485 36.67 61.67 36.67 56.67 5 495 570 470 525 33.75 62.50 38.75 52.50 6 535 650 520 575 35.00 66.00 41.00 52.00 7 625 585 645 44.17 45.00 55.00 8 665 670 43.57 50.71 9 10 11 12 13 14 15 16 17 18 End 650 620 615 615 Average PI at point 43.31 63.03 42.09 56.03
C-157 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 1 1 1 1 1 1 1 1 Point A B C D A B C D N um be r o f b lo w s 1 335 350 340 320 2 395 380 365 350 60.00 30.00 25.00 30.00 3 455 420 390 395 60.00 35.00 25.00 37.50 4 505 480 420 440 56.67 43.33 26.67 40.00 5 575 535 455 485 60.00 46.25 28.75 41.25 6 650 625 495 510 63.00 55.00 31.00 38.00 7 725 530 540 62.50 31.67 36.67 8 570 570 32.86 35.71 9 600 610 32.50 36.25 10 625 640 31.67 35.56 11 665 32.50 12 13 14 15 16 17 18 End 635 650 640 620 Average PI at point 59.93 45.35 29.76 36.77
C-158 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 2 2 2 2 2 2 2 2 Point A B C D A B C D N um be r o f b lo w s 1 310 320 315 290 2 380 375 350 340 70.00 55.00 35.00 50.00 3 465 455 395 370 77.50 67.50 40.00 40.00 4 490 505 435 415 60.00 61.67 40.00 41.67 5 510 540 470 500 50.00 55.00 38.75 52.50 6 535 570 515 605 45.00 50.00 40.00 63.00 7 580 610 615 45.00 48.33 50.00 8 610 645 42.86 46.43 9 10 11 12 13 14 15 16 17 18 End 610 620 615 590 Average PI at point 55.77 54.85 40.63 49.43
C-159 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 3 3 3 3 3 3 3 3 Point A B C D A B C D N um be r o f b lo w s 1 300 290 290 290 2 375 350 330 345 75.00 60.00 40.00 55.00 3 440 415 385 405 70.00 62.50 47.50 57.50 4 495 455 420 470 65.00 55.00 43.33 60.00 5 535 475 480 535 58.75 46.25 47.50 61.25 6 575 490 525 600 55.00 40.00 47.00 62.00 7 605 510 560 50.83 36.67 45.00 8 530 595 34.29 43.57 9 550 32.50 10 580 32.22 11 605 31.50 12 13 14 15 16 17 18 End 600 590 590 590 Average PI at point 62.43 43.09 44.84 59.15
C-160 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 4 4 4 4 4 4 4 4 Point A B C D A B C D N um be r o f b lo w s 1 320 305 325 305 2 390 395 385 360 70.00 90.00 60.00 55.00 3 440 485 465 415 60.00 90.00 70.00 55.00 4 490 545 530 510 56.67 80.00 68.33 68.33 5 545 570 565 585 56.25 66.25 60.00 70.00 6 610 615 615 630 58.00 62.00 58.00 65.00 7 655 660 55.83 55.83 8 9 10 11 12 13 14 15 16 17 18 End 620 605 625 605 Average PI at point 59.46 77.65 62.03 62.67
C-161 Table 56 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Pre-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 5 5 5 5 5 5 5 5 Point A B C D A B C D N um be r o f b lo w s 1 300 310 300 290 2 385 375 385 360 85.00 65.00 85.00 70.00 3 455 420 465 445 77.50 55.00 82.50 77.50 4 530 490 530 535 76.67 60.00 76.67 81.67 5 575 525 585 580 68.75 53.75 71.25 72.50 6 590 595 620 610 58.00 57.00 64.00 64.00 7 610 630 51.67 53.33 8 9 10 11 12 13 14 15 16 17 18 End 600 610 600 590 Average PI at point 69.60 57.35 75.88 73.13
C-162 Table 57. Wet density measured by EDG in I-85 Ramp, AL, Subgrade, Pre-IC, pcf Note: Test repetitions were not performed at individual points Lot Sublot A B C D Average Lot Average 1 1 127.18 127.19 127.54 122.51 126.11 2 127.64 127.67 127.19 126.7 127.30 3 123.78 127.4 39.13 126.56 104.22 4 125.96 127.76 127.76 126.65 127.03 5 126.31 126.25 124.99 127.12 126.17 122.16 2 1 124.12 125.55 129.15 127.11 126.48 2 125.62 126.13 126.03 126.59 126.09 3 124.91 125.62 127.63 121.66 124.96 4 126.64 126.27 127.27 125.94 126.53 5 125.6 124.68 125.92 125.77 125.49 125.91 Average lot 1 by row 126.17 127.25 109.32 125.91 Average lot 2 by row 125.38 125.65 127.20 125.41 Average by row 125.78 126.45 118.26 125.66 Project average 124.04
C-163 Table 58. Percent Moisture measured by EDG in I-85 Ramp, AL, Subgrade, Pre-IC Note: Test repetitions were not performed at individual points Lot Sublot A B C D Average Lot Average 1 1 16.8 16.8 16.8 17.2 16.9 2 16.8 16.8 16.8 16.8 16.8 3 17.1 16.8 86.2 16.8 34.2 4 16.9 16.8 16.8 16.9 16.9 5 16.8 16.9 17.0 16.8 16.9 20.3 2 1 17.1 16.9 16.8 16.8 16.9 2 16.9 16.9 16.9 16.8 16.9 3 17.0 16.9 16.8 17.4 17.0 4 16.8 16.9 16.8 16.9 16.9 5 16.9 17.0 16.9 16.9 16.9 16.9 Average lot 1 by row 16.9 16.8 30.7 16.9 Average lot 2 by row 16.9 16.9 16.8 17.0 Average by row 16.9 16.9 23.8 16.9 Project average 18.6
C-164 Table 59. Modulus measured by GEOGAUGE in I-85 Ramp, AL, Subgrade, Pre-IC, psi Note: Test repetitions were not performed at individual points. Lot Sublot A B C D Average Lot Average 1 1 15700 16300 17500 15300 16200 2 18800 18200 16100 16200 17325 3 13200 15200 12900 15000 14075 4 14200 16500 17000 13300 15250 5 10700 15300 10900 18500 13850 15340 2 1 6300 15200 15600 13100 12550 2 10500 17700 17600 17100 15725 3 12300 19300 19100 22400 18275 4 10000 13800 16600 21300 15425 5 13900 13600 16700 16700 15225 15440 Average lot 1 by row 14520 16300 14880 15660 Average lot 2 by row 10600 15920 17120 18120 Average by row 12560 16110 16000 16890 Project average 15390
C-165 Table 60. Stiffness measured by GEOGAUGE in I-85 Ramp, AL, Subgrade, Pre-IC, klb/in Note: Test repetitions were not performed at individual points. Lot Sublot A B C D Average Lot Average 1 1 70.9 74.1 79.5 69.4 73 2 85.04 82.4 73.1 73.5 79 3 59.7 68.9 58.4 68 64 4 64.2 74.7 76.9 60.3 69 5 48.3 69.6 49.3 83.9 63 70 0 0 0 0 0 0 0 0 2 1 28.5 68.9 70.8 59.3 57 2 47.5 80.1 80 77.3 71 3 55.7 87.7 86.4 101.8 83 4 45.1 62.6 75.2 96.6 70 5 63 61.5 75.8 75.9 69 70 Average lot 1 by row 66 74 67 71 Average lot 2 by row 48 72 78 82 Average by row 47 61 60 64 Project average 58
C-166 Table 61. Dielectric measured by GPR in I-85 Ramp, AL, Subgrade, Pre-IC Note: Test repetitions were not performed at this site prior to IC rolling Lot Sublot A B C D Average Lot Average 1 1 19.02 12.78 19.32 12.32 15.86 2 13.13 19.05 10.71 13.89 14.20 3 12.27 12.37 24.15 11.77 15.14 4 16.81 14.39 12.88 20.42 16.12 5 15.66 20.36 4.40 19.07 14.87 15.24 2 1 12.28 19.98 20.80 20.59 18.41 2 12.86 20.04 14.19 11.69 14.70 3 11.50 19.65 8.94 14.75 13.71 4 21.06 11.95 19.54 14.46 16.75 5 11.84 15.75 20.65 20.43 17.17 16.15 Average lot 1 by row 15.38 15.79 14.29 15.49 Average lot 2 by row 13.91 17.47 16.82 16.39 Average by row 14.64 16.63 15.56 15.94 Project average 15.69
C-167 Note: NO LWD TESTS WERE CONDUCTED PRIOR TO INTELLIGENT COMPACTION ROLLING OPERATIONS
C-168 Table 62. Modulus measured by DSPA in I-85 Ramp, AL, Subgrade, Pre-IC, psi Note: Test repetitions were performed at individual points as shown in Table 63 Lot Sublot A B C D Average Lot Average 1 1 38167 31000 30667 38500 34583 2 23500 33667 31667 36667 31375 3 28167 35000 23167 41167 31875 4 21167 30167 24167 23000 24625 5 19833 29167 29833 31833 27667 30025 2 1 26333 20833 34167 30333 27917 2 24000 23000 34833 40167 30500 3 14667 27167 39000 45833 31667 4 28667 27333 42500 55167 38417 5 26667 37667 41000 50500 38958 33492 Average lot 1 by row 26167 31800 27900 34233 Average lot 2 by row 24067 27200 38300 44400 Average by row 25117 29500 33100 39317 Project average 31758
C-169 Table 63. Repeatability in Modulus measurements by DSPA in I-85 Ramp, AL, Subgrade, Pre-IC, psi Note: Summary of test results are shown in Table 62 Lot Sublot Point Thickness, inch Trial 1 Trial 2 Trial 3 Average 1 1 A 39000 34500 41000 38167 1 1 B 28000 42000 23000 31000 1 1 C 38000 31000 23000 30667 1 1 D 29000 39000 47500 38500 1 2 A 30500 18000 22000 23500 1 2 B 28000 40000 33000 33667 1 2 C 41500 26500 27000 31667 1 2 D 38000 35000 37000 36667 1 3 A 28500 27000 29000 28167 1 3 B 33000 43000 29000 35000 1 3 C 22500 23000 24000 23167 1 3 D 38500 43000 42000 41167 1 4 A 21500 26000 16000 21167 1 4 B 29000 30500 31000 30167 1 4 C 23000 22000 27500 24167 1 4 D 21000 25000 23000 23000 1 5 A 18000 21000 20500 19833 1 5 B 31000 31500 25000 29167 1 5 C 30000 28000 31500 29833 1 5 D 34000 28000 33500 31833 2 1 A 33000 18000 28000 26333 2 1 B 18500 26000 18000 20833 2 1 C 32500 34000 36000 34167 2 1 D 34500 27000 29500 30333 2 2 A 28000 28000 16000 24000 2 2 B 20500 25500 23000 23000 2 2 C 33500 40000 31000 34833 2 2 D 35000 40500 45000 40167 2 3 A 10000 11000 23000 14667 2 3 B 28500 23000 30000 27167
C-170 Lot Sublot Point Thickness, inch Trial 1 Trial 2 Trial 3 Average 2 3 C 36000 38000 43000 39000 2 3 D 33500 62000 42000 45833 2 4 A 17000 31000 38000 28667 2 4 B 28000 28000 26000 27333 2 4 C 42000 42500 43000 42500 2 4 D 47500 63000 55000 55167 2 5 A 23000 23000 34000 26667 2 5 B 38000 29000 46000 37667 2 5 C 40000 39000 44000 41000 2 5 D 47000 54500 50000 50500
C-171 Table 64. Summary of Resilient Modulus Test Results in US-280, MN Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 12.9 8.0 8.0 28.9 2.3 4.9 5345 5263 2 10.6 6.0 6.0 22.6 2.1 4.6 4933 4806 3 8.1 4.0 4.0 16.1 1.9 4.1 4206 4214 4 5.6 2.0 2.0 9.6 1.7 3.6 3546 3340 5 15.5 8.0 8.0 31.5 3.5 7.5 3736 3791 6 13.0 6.0 6.0 25.0 3.3 7.0 3355 3533 7 10.5 4.0 4.0 18.5 3.1 6.5 2946 3172 8 8.0 2.0 2.0 12.0 2.8 6.0 2498 2649 9 17.9 8.0 8.0 33.9 4.7 9.9 2941 2830 10 15.4 6.0 6.0 27.5 4.5 9.4 2699 2647 11 12.9 4.0 4.0 20.9 4.2 8.9 2440 2413 12 10.3 2.0 2.0 14.3 3.9 8.3 2158 2093 13 22.8 8.0 8.0 38.8 7.0 14.8 - - 14 20.5 6.0 6.0 32.5 6.8 14.4 - - 15 18.3 4.0 4.0 26.3 6.7 14.3 - - 16 16.0 2.0 2.0 20.0 6.6 14.0 - - Repetition 2 1 13.0 8.0 8.0 29.0 2.3 5.0 5356 5249 2 10.6 6.0 6.0 22.6 2.2 4.6 5015 4831 3 8.2 4.0 4.0 16.2 2.0 4.1 4313 4283 4 5.7 2.0 2.0 9.7 1.7 3.7 3656 3458 5 15.5 8.0 8.0 31.5 3.5 7.5 3707 3825 6 13.1 6.0 6.0 25.1 3.3 7.0 3381 3583 7 10.6 4.0 4.0 18.6 3.1 6.6 2996 3242 8 8.0 2.0 2.0 12.0 2.8 6.0 2545 2753 9 17.9 8.0 8.0 33.9 4.7 9.9 2967 2885 10 15.5 6.0 6.0 27.5 4.5 9.5 2792 2711 11 13.0 4.0 4.0 21.0 4.2 9.0 2556 2492 12 10.4 2.0 2.0 14.4 4.0 8.4 2274 2179 13 21.2 8.0 8.0 37.2 6.2 13.2 - - 14 18.8 6.0 6.0 30.8 6.1 12.8 - - 15 16.4 4.0 4.0 24.4 5.8 12.4 - - 16 13.9 2.0 2.0 17.9 5.6 11.9 - -
C-172 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 3 1 13.0 8.0 8.0 29.0 2.3 5.0 4841 4740 2 10.6 6.0 6.0 22.6 2.1 4.6 4495 4362 3 8.1 4.0 4.0 16.1 1.9 4.1 3864 3842 4 5.6 2.0 2.0 9.6 1.7 3.6 3292 3077 5 15.5 8.0 8.0 31.5 3.5 7.5 3498 3577 6 13.0 6.0 6.0 25.0 3.3 7.0 3150 3346 7 10.5 4.0 4.0 18.5 3.1 6.5 2759 3016 8 7.9 2.0 2.0 12.0 2.8 5.9 2344 2533 9 17.9 8.0 8.0 33.9 4.6 9.9 2891 2783 10 15.4 6.0 6.0 27.4 4.4 9.4 2677 2608 11 12.9 4.0 4.0 20.9 4.2 8.9 2432 2383 12 10.3 2.0 2.0 14.3 3.9 8.3 2161 2075 13 21.1 8.0 8.0 37.1 6.2 13.1 - - 14 18.7 6.0 6.0 30.7 6.0 12.7 - - 15 16.2 4.0 4.0 24.2 5.8 12.2 - - 16 13.6 2.0 2.0 17.7 5.5 11.6 - - Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 540.3 541.2 454.5 K2 0.600 0.561 0.561 K3 -5.571 -5.383 -4.891
C-173 Deviator Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 28. Resilient Modulus vs. Deviator Stress in US-280, MN Base Rep 1 Bulk Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 29. Bulk stress vs. Resilient Modulus in US-280, MN Base â Rep 1 0 1000 2000 3000 4000 5000 6000 0 1000 2000 3000 4000 5000 6000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 30. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 1
C-174 Deviator Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 31. Resilient Modulus vs. Deviator Stress in US-280, MN Base â Rep 2 Bulk Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 32. Bulk stress vs. Resilient Modulus in US-280 MN Base â Rep 2 0 1000 2000 3000 4000 5000 6000 0 1000 2000 3000 4000 5000 6000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 33. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 2
C-175 Deviator Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 34. Resilient Modulus vs. Deviator Stress in US-280, MN Base â Rep 3 Bulk Stress vs Resilient M odulus 0 1000 2000 3000 4000 5000 6000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 35. Bulk stress vs. Resilient Modulus in US-280, MN Base â Rep 3 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 36. Predicted vs Measured Resilient Modulus in US-280, MN Base â Rep 3
C-176 I-85, AL SUBGRADE TESTING AFTER INTELLIGENT COMPACTION Subgrade test site Section 1 Section 2 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D Gas Station Hotel I-85 No rth I-85 So uth To NCAT â¢1 thru 5 @ 50 feet sp. â¢A thru D @ 4 feet sp. 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D 5 * * * * 4 * * * * 3 * * * * 2 * * * * 1 * * * * A B C D Note: No station information was available for these sections
C-177 Table 65. Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Note: Test data for number of blows vs penetration is shown in Table 66. Lot Sublot A B C D Average Lot Average 1 1 38.28 29.85 29.85 23.93 30.48 2 24.94 11.30 24.96 28.85 22.51 3 23.72 34.01 45.81 43.64 36.79 4 31.55 24.93 28.72 46.12 32.83 5 35.45 41.84 15.62 36.43 32.33 30.99 2 1 35.01 39.77 27.29 29.80 32.97 2 39.52 39.66 30.39 35.21 36.19 3 33.72 28.86 28.41 34.65 31.41 4 34.49 37.61 24.78 22.17 29.76 5 48.56 28.28 39.76 45.20 40.45 34.16 Average lot 1 by row 30.79 28.39 28.99 35.79 Average lot 2 by row 38.26 34.83 30.12 33.40 Average by row 34.52 31.61 29.56 34.60 Project average 32.57
C-178 Table 66. Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 1 1 1 1 1 1 1 1 Point A B C D A B C D N um be r o f b lo w s 1 112 7 6 3 2 200 37 33 28 44.00 15.00 13.50 12.50 3 232 95 96 50 40.00 29.33 30.00 15.67 4 265 147 155 77 38.25 35.00 37.25 18.50 5 312 182 182 110 40.00 35.00 35.20 21.40 6 368 210 208 182 42.67 33.83 33.67 29.83 7 392 233 234 218 40.00 32.29 32.57 30.71 8 410 255 250 230 37.25 31.00 30.50 28.38 9 425 275 272 254 34.78 29.78 29.56 27.89 10 445 295 290 277 33.30 28.80 28.40 27.40 11 470 320 312 300 32.55 28.45 27.82 27.00 12 505 350 323 32.75 28.58 26.67 13 388 29.31 14 15 16 17 18 19 Average PI at point 38.28 29.85 29.85 23.93
C-179 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 2 2 2 2 2 2 2 2 Point A B C D A B C D N um be r o f b lo w s 1 10 10 12 18 2 38 26 32 50 14.00 8.00 10.00 16.00 3 66 40 56 88 18.67 10.00 14.67 23.33 4 99 55 98 122 22.25 11.25 21.50 26.00 5 130 68 136 158 24.00 11.60 24.80 28.00 6 170 80 180 208 26.67 11.67 28.00 31.67 7 212 92 226 285 28.86 11.71 30.57 38.14 8 250 105 288 295 30.00 11.88 34.50 34.63 9 275 120 333 315 29.44 12.22 35.67 33.00 10 292 133 28.20 12.30 11 311 146 27.36 12.36 12 158 12.33 13 168 12.15 14 182 12.29 15 196 12.40 16 220 13.13 17 256 14.47 18 293 15.72 19 318 16.21 Average PI at point 24.94 11.30 24.96 28.85
C-180 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 3 3 3 3 3 3 3 3 Point A B C D A B C D N um be r o f b lo w s 1 10 13 18 16 2 40 51 73 72 15.00 19.00 27.50 28.00 3 65 106 142 136 18.33 31.00 41.33 40.00 4 83 148 230 191 18.25 33.75 53.00 43.75 5 120 196 325 274 22.00 36.60 61.40 51.60 6 140 265 345 21.67 42.00 54.83 7 190 305 25.71 41.71 8 240 28.75 9 300 32.22 10 325 31.50 11 12 13 14 15 16 17 18 19 Average PI at point 23.72 34.01 45.81 43.64
C-181 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 4 4 4 4 4 4 4 4 Point A B C D A B C D N um be r o f b lo w s 1 14 7 10 25 2 44 25 54 96 15.00 9.00 22.00 35.50 3 82 48 93 155 22.67 13.67 27.67 43.33 4 126 80 134 215 28.00 18.25 31.00 47.50 5 178 125 152 278 32.80 23.60 28.40 50.60 6 232 175 174 347 36.33 28.00 27.33 53.67 7 294 240 213 40.00 33.29 29.00 8 332 302 260 39.75 36.88 31.25 9 355 338 308 37.89 36.78 33.11 10 11 12 13 14 15 16 17 18 19 Average PI at point 31.55 24.93 28.72 46.12
C-182 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 Sublot 5 5 5 5 5 5 5 5 Point A B C D A B C D N um be r o f b lo w s 1 25 20 7 12 2 72 71 26 58 23.50 25.50 9.50 23.00 3 106 129 48 110 27.00 36.33 13.67 32.67 4 158 187 61 157 33.25 41.75 13.50 36.25 5 214 246 75 209 37.80 45.20 13.60 39.40 6 271 312 90 262 41.00 48.67 13.83 41.67 7 376 395 110 331 50.14 53.57 14.71 45.57 8 134 15.88 9 169 18.00 10 211 20.40 11 261 23.09 12 317 25.83 13 390 29.46 14 15 16 17 18 19 Average PI at point 35.45 41.84 15.62 36.43
C-183 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 1 1 1 1 1 1 1 1 Point A B C D A B C D N um be r o f b lo w s 1 12 23 16 35 2 59 71 68 81 23.50 24.00 26.00 23.00 3 93 116 100 117 27.00 31.00 28.00 27.33 4 142 177 120 165 32.50 38.50 26.00 32.50 5 187 226 140 204 35.00 40.60 24.80 33.80 6 239 314 171 231 37.83 48.50 25.83 32.67 7 311 415 204 253 42.71 56.00 26.86 31.14 8 384 233 274 46.50 27.13 29.88 9 272 296 28.44 29.00 10 311 323 29.50 28.80 11 350 364 30.36 29.91 12 13 14 15 16 17 18 19 Average PI at point 35.01 39.77 27.29 29.80
C-184 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 2 2 2 2 2 2 2 2 Point A B C D A B C D N um be r o f b lo w s 1 22 23 18 15 2 73 77 57 51 25.50 27.00 19.50 18.00 3 151 128 98 92 43.00 35.00 26.67 25.67 4 206 195 130 145 46.00 43.00 28.00 32.50 5 242 251 165 231 44.00 45.60 29.40 43.20 6 249 282 208 355 37.83 43.17 31.67 56.67 7 312 315 268 41.43 41.71 35.71 8 333 360 352 38.88 42.13 41.75 9 10 11 12 13 14 15 16 17 18 19 Average PI at point 39.52 39.66 30.39 35.21
C-185 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 3 3 3 3 3 3 3 3 Point A B C D A B C D N um be r o f b lo w s 1 21 17 22 23 2 62 48 51 58 20.50 15.50 14.50 17.50 3 100 94 80 94 26.33 25.67 19.33 23.67 4 154 141 109 143 33.25 31.00 21.75 30.00 5 201 182 162 227 36.00 33.00 28.00 40.80 6 255 207 243 308 39.00 31.67 36.83 47.50 7 300 232 298 362 39.86 30.71 39.43 48.43 8 350 268 334 41.13 31.38 39.00 9 287 30.00 10 320 30.30 11 340 29.36 12 13 14 15 16 17 18 19 Average PI at point 33.72 28.86 28.41 34.65
C-186 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 4 4 4 4 4 4 4 4 Point A B C D A B C D N um be r o f b lo w s 1 32 32 23 32 2 97 94 56 67 32.50 31.00 16.50 17.50 3 153 130 72 84 40.33 32.67 16.33 17.33 4 194 172 94 101 40.50 35.00 17.75 17.25 5 220 231 136 119 37.60 39.80 22.60 17.40 6 240 291 196 151 34.67 43.17 28.83 19.83 7 265 340 263 209 33.29 44.00 34.29 25.29 8 281 320 276 31.13 37.13 30.50 9 304 322 30.22 32.22 10 334 30.20 11 12 13 14 15 16 17 18 19 Average PI at point 34.49 37.61 24.78 22.17
C-187 Table 66 Continued, Penetration Index measured by DCP in I-85 Ramp, AL, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 Sublot 5 5 5 5 5 5 5 5 Point A B C D A B C D N um be r o f b lo w s 1 35 21 30 31 2 106 51 81 81 35.50 15.00 25.50 25.00 3 169 86 155 146 44.67 21.67 41.67 38.33 4 250 121 196 241 53.75 25.00 41.50 52.50 5 312 157 246 311 55.40 27.20 43.20 56.00 6 356 213 292 356 53.50 32.00 43.67 54.17 7 286 331 37.86 43.00 8 335 39.25 9 10 11 12 13 14 15 16 17 18 19 Average PI at point 48.56 28.28 39.76 45.20
C-188 Table 67. Wet density measured by EDG in I-85 Ramp, AL, Subgrade, Post-IC, pcf Note: Test repetitions were not performed at individual points Lot Sublot A B C D Average Lot Average 1 1 127.12 126.44 127.42 127.01 127.00 2 127.34 126.79 126.89 126.35 126.84 3 126.53 126.21 126.09 126.41 126.31 4 126.36 127.26 127.73 127.13 127.12 5 124.54 125.80 125.86 126.65 125.71 126.60 2 1 125.54 126.57 128.08 128.35 127.14 2 124.83 125.92 125.96 126.03 125.69 3 125.64 125.83 125.81 124.05 125.33 4 126.53 126.23 125.97 125.73 126.12 5 125.49 125.07 125.73 125.08 125.34 125.92 Average lot 1 by row 126.38 126.50 126.80 126.71 Average lot 2 by row 125.61 125.92 126.31 125.85 Average by row 125.99 126.21 126.55 126.28 Project average 126.26
C-189 Table 68. Percent Moisture measured by EDG in I-85 Ramp, AL, Subgrade, Post-IC Note: Test repetitions were not performed at individual points Lot Sublot A B C D Average Lot Average 1 1 16.90 16.90 16.90 16.90 16.90 2 16.90 16.90 16.90 16.90 16.90 3 16.90 16.90 16.90 16.90 16.90 4 16.90 16.90 16.80 16.90 16.88 5 17.10 17.00 17.00 16.90 17.00 16.92 2 1 17.00 16.90 16.90 16.80 16.90 2 17.10 16.90 16.90 16.90 16.95 3 16.90 16.90 16.90 17.10 16.95 4 16.90 16.90 16.90 16.90 16.90 5 16.90 17.00 16.90 17.00 16.95 16.93 Average lot 1 by row 16.94 16.92 16.90 16.90 Average lot 2 by row 16.96 16.92 16.90 16.94 Average by row 16.95 16.92 16.90 16.92 Project average 16.92
C-190 Table 69. Modulus measured by GEOGAUGE in I-85 Ramp, AL, Subgrade, Post-IC, psi Note: Repeatability data is shown in Table 71 Lot Sublot A B C D Average Lot Average 1 1 19.20 16.67 17.93 2 13.67 19.37 16.52 3 17.87 10.93 14.40 4 18.97 16.30 17.63 5 15.23 19.27 17.25 16.75 2 1 17.43 19.57 18.50 2 18.50 19.40 18.95 3 19.40 19.70 0.00 13.03 4 5 16.29 Average lot 1 by row 17.43 16.32 15.62 17.83 Average lot 2 by row 18.42 18.50 19.63 9.70 Average by row 17.83 17.04 17.23 13.77 Project average 16.56
C-191 Table 70. Stiffness measured by GEOGAUGE in I-85 Ramp, AL, Subgrade, Post-IC, klb/in Note: Note: Repeatability data is shown in Table 72 Lot Sublot A B C D Average Lot Average 1 1 87.20 75.50 75.50 2 61.90 87.87 74.88 3 81.07 49.40 65.23 4 86.07 73.87 79.97 5 68.87 87.43 78.15 74.66 2 1 79.03 88.67 83.85 2 83.93 87.80 85.87 3 88.10 89.37 0.00 59.16 4 5 73.84 Average lot 1 by row 79.04 73.98 70.78 80.87 Average lot 2 by row 83.57 83.93 89.02 43.90 Average by row 80.85 77.30 78.07 62.38 Project average 75.06
C-192 Table 71. Repeatability in Modulus measurements by Geogauge in I-85 Ramp, AL, Subgrade, Post-IC, psi Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation 1 1 A 19300 18600 19700 19200.00 556.78 1 1 B 1 1 C 16700 16700 16600 16666.67 57.74 1 1 D 1 2 A 1 2 B 13600 14100 13300 13666.67 404.15 1 2 C 1 2 D 19400 20300 18400 19366.67 950.44 1 3 A 17700 17900 18000 17866.67 152.75 1 3 B 1 3 C 10700 11200 10900 10933.33 251.66 1 3 D 1 4 A 1 4 B 18700 19200 19000 18966.67 251.66 1 4 C 1 4 D 15900 16400 16600 16300.00 360.56 1 5 A 15500 15100 15100 15233.33 230.94 1 5 B 1 5 C 20000 17800 20000 19266.67 1270.17 1 5 D 2 1 A 17300 17700 17300 17433.33 230.94 2 1 B 2 1 C 20000 19100 19600 19566.67 450.92 2 1 D 2 2 A 2 2 B 18200 18900 18400 18500.00 360.56 2 2 C 2 2 D 19800 19900 18500 19400.00 781.02 2 3 A 18900 19500 19800 19400.00 458.26 2 3 B 2 3 C 19800 19100 20200 19700.00 556.78 * Limited test points were used for modulus measurements
C-193 Table 72. Repeatability in Stiffness measurements by Geogauge in I-85 Ramp, AL, Subgrade, Post-IC, klb/in Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation 1 1 A 87.70 84.50 89.40 87.20 2.49 1 1 B 1 1 C 75.50 75.60 75.40 75.50 0.10 1 1 D 1 2 A 1 2 B 61.40 63.90 60.40 61.90 1.80 1 2 C 1 2 D 88 92.3 83.3 87.87 4.50 1 3 A 80.40 81.40 81.40 81.07 0.58 1 3 B 1 3 C 48.60 50.10 49.50 49.40 0.75 1 3 D 1 4 A 1 4 B 85.00 87.10 86.10 86.07 1.05 1 4 C 1 4 D 72 74.5 75.1 73.87 1.64 1 5 A 70.10 68.20 68.30 68.87 1.07 1 5 B 1 5 C 90.60 80.70 91.00 87.43 5.83 1 5 D 2 1 A 78.30 80.40 78.40 79.03 1.18 2 1 B 2 1 C 90.50 86.70 88.80 88.67 1.90 2 1 D 2 2 A 2 2 B 82.70 85.50 83.60 83.93 1.43 2 2 C 2 2 D 89.6 90.1 83.7 87.80 3.56 2 3 A 85.80 88.60 89.90 88.10 2.10 2 3 B 2 3 C 89.90 86.60 91.60 89.37 2.54 * Limited test points were used for stiffness measurements
C-194 Table 73. Dielectric measured by GPR in I-85 Ramp, AL, Subgrade, Post-IC Note: Repeatability results are shown in Table 74 Lot Sublot A B C D Average Lot Average 1 1 18.80 21.93 23.92 21.90 21.64 2 19.46 19.39 18.14 21.06 19.51 3 19.12 20.73 23.71 21.02 21.14 4 18.39 19.33 17.98 24.22 19.98 5 26.06 24.78 24.29 27.93 25.77 21.61 2 1 21.23 27.33 27.98 23.92 25.11 2 18.70 25.29 21.38 23.32 22.17 3 18.16 21.49 20.99 24.25 21.22 4 20.95 23.11 28.63 27.45 25.04 5 16.61 21.49 19.85 27.85 21.45 23.00 Average lot 1 by row 20.37 21.23 21.61 23.22 Average lot 2 by row 19.13 23.74 23.77 25.36 Average by row 19.75 22.49 22.69 24.29 Project average 22.30
C-195 Table 74. Repeatability in GPR Thickness and Dielectric measurements in I-85 Ramp, AL , Post-IC Note: Summary of test results are shown in Table 73 Lot Sublot Point Dielectric Trial 1 Trial 2 Average Std dev 1 1 A 17.80 19.81 18.80 1.42 1 1 B 23.20 20.66 21.93 1.80 1 1 C 27.36 20.47 23.92 4.87 1 1 D 21.13 22.66 21.90 1.08 1 2 A 20.21 18.71 19.46 1.06 1 2 B 21.02 17.75 19.39 2.31 1 2 C 16.89 19.38 18.14 1.76 1 2 D 20.23 21.89 21.06 1.18 1 3 A 18.84 19.40 19.12 0.40 1 3 B 22.82 18.64 20.73 2.96 1 3 C 21.29 26.13 23.71 3.42 1 3 D 21.47 20.56 21.02 0.64 1 4 A 17.39 19.39 18.39 1.41 1 4 B 19.21 19.45 19.33 0.17 1 4 C 19.44 16.52 17.98 2.07 1 4 D 24.75 23.69 24.22 0.75 1 5 A 25.16 26.97 26.06 1.28 1 5 B 25.68 23.88 24.78 1.28 1 5 C 24.52 24.07 24.29 0.32 1 5 D 28.29 27.57 27.93 0.51 2 1 A 21.26 21.20 21.23 0.04 2 1 B 28.00 26.67 27.33 0.94 2 1 C 27.68 28.29 27.98 0.43 2 1 D 23.24 24.59 23.92 0.95 2 2 A 17.20 20.19 18.70 2.11 2 2 B 26.46 24.12 25.29 1.65 2 2 C 21.39 21.37 21.38 0.01 2 2 D 20.16 26.47 23.32 4.46 2 3 A 19.26 17.06 18.16 1.56 2 3 B 24.03 18.95 21.49 3.59
C-196 Lot Sublot Point Dielectric Trial 1 Trial 2 Average Std dev 2 3 C 28.32 13.67 20.99 10.36 2 3 D 24.95 23.55 24.25 0.99 2 4 A 20.84 21.06 20.95 0.16 2 4 B 18.32 27.91 23.11 6.78 2 4 C 30.09 27.18 28.63 2.06 2 4 D 25.70 29.21 27.45 2.48 2 5 A 15.93 17.29 16.61 0.96 2 5 B 23.56 19.42 21.49 2.93 2 5 C 19.62 20.08 19.85 0.32 2 5 D 26.14 29.56 27.85 2.42
C-197 Table 75. Modulus measured by LWD 2 in I-85 Ramp, AL, Subgrade, Post-IC Note: Repeatability results are shown in Table 76 Lot Sublot A B C D Average Lot Average 1 1 9503 12675 5115 9098 2 12171 8894 13655 9260 10995 3 9942 8642 4301 7628 4 10552 5744 12455 19546 12074 5 6669 - - 2501 4585 9477 2 1 - - 8582 19668 14125 2 4875 - - - 4875 3 - 12463 - 13306 12884 4 - - - - - 5 - - - - - 11779 Average lot 1 by row 9767 8989 13055 8145 Average lot 2 by row 4875 12463 8582 16487 Average by row 8952 9684 11564 10528 Project average 10025
C-198 Table 76. Repeatability in LWD 2 measurements in I-85 Ramp, AL, Subgrade, Post-IC Lot Su bl ot Point A Point B Load δ 1 δ 2 δ 3 E Load δ 1 δ 2 δ 3 E kN (µm) (µm) (µm) (Psi) kN (µm) (µm) (µm) (Psi) Su b gr ad e 1 1 8.26 535 259 59 8342 8.42 389 222 14 11695 8.5 465 214 63 9876 8.57 350 181 19 13229 8.63 499 225 66 9344 8.68 362 163 20 12955 8.67 490 223 65 9560 8.55 369 169 20 12519 8.57 482 222 67 9606 8.48 365 158 20 12552 Avg 9503 Avg 12675 Stdv 139.9 Stdv 242.7 Su b gr ad e 1 2 8.49 470 205 56 9760 8.31 555 319 60 8090 8.58 394 185 56 11766 8.51 560 210 58 8210 8.55 384 182 55 12030 8.54 522 197 57 8839 8.72 381 184 56 12366 8.51 525 196 57 8758 8.59 383 183 56 12118 8.56 509 193 57 9086 Avg 12171 Avg 8894 Stdv 174.1 Stdv 171.0 Su b gr ad e 1 3 4.16 350 696 27 6422 8.18 418 719 25 10573 8.35 585 476 42 7712 8.32 462 397 31 9730 8.47 425 436 46 10768 8.35 495 379 31 9114 8.42 560 429 46 8124 8.37 525 384 32 8614 8.38 414 420 46 10936 8.36 551 369 31 8197 Avg 9942 Avg 8642 Stdv 1577.5 Stdv 458.9 Su b gr ad e 1 4 8.15 268 474 27 16430 8.35 253 553 14 17832 8.39 678 348 33 6686 8.49 807 415 34 5684 8.41 786 332 33 5781 8.55 798 408 36 5789 8.39 518 321 33 8751 8.52 806 405 37 5711 8.43 266 304 33 17123 8.57 808 405 37 5731 Avg 10552 Avg 5744 Stdv 5881.3 Stdv 40.4 ra d e 1 5 8.25 665 438 36 6703 NO DATA
C-199 Lot Su bl ot Point A Point B Load δ 1 δ 2 δ 3 E Load δ 1 δ 2 δ 3 E kN (µm) (µm) (µm) (Psi) kN (µm) (µm) (µm) (Psi) 8.39 681 427 38 6656 8.3 690 409 40 6499 8.26 690 398 41 6468 5.72 439 240 28 7040 Avg 6669 Stdv 321.6 Su b gr ad e 2 1 NO DATA NO DATA Su b gr ad e 2 2 8.02 183 379 3 23678 NO DATA 8.32 486 348 1 9249 8.5 866 355 2 5303 8.42 980 362 5 4642 8.47 978 364 6 4679 Avg 4875 Stdv 371.4 Su b gr ad e 2 3 NO DATA 8.08 563 453 21 7754 7.99 331 247 27 13042 8.3 353 235 28 12704 8.1 347 240 27 12612 Avg Aver age 12786 Stdv stdev 226.5
C-200 Table 76 Continued. Repeatability in LWD 2 measurements in I-85 Ramp, AL, Subgrade, Post-IC Lot Su bl ot Point C Point D Load δ 1 δ 2 δ 3 E Load δ 1 δ 2 δ 3 E kN (µm) (µm) (µm) (Psi) kN (µm) (µm) (µm) (Psi) Su b gr ad e 1 1 NO DATA 8.03 200 276 18 21693 8.57 947 217 25 4889 8.59 921 222 27 5039 8.58 908 223 28 5105 8.54 887 224 29 5202 Avg 5115 Stdv 81.8 Su b gr ad e 1 2 8.2 419 294 34 10574 318 841 27 0 8.5 341 220 37 13468 8.53 536 443 34 8598 8.51 342 217 38 13444 8.54 508 411 35 9083 8.58 334 221 38 13879 8.54 502 385 35 9191 8.56 339 221 38 13643 8.55 486 356 35 9505 Avg 13655 Avg 9260 Stdv 217.9 Stdv 219.3 Su b gr ad e 1 3 NO DATA 8.22 999 819 59 4446 8.18 1008 723 59 4384 8.22 1017 713 60 4367 8.2 1035 727 62 4281 8.23 1045 658 60 4255 Avg 4301 Stdv 58.6 Su b gr ad e 1 4 8.17 199 526 10 22182 8.71 265 296 0 17758 8.27 445 362 33 10041 8.07 265 235 16 16453 8.46 369 239 27 12387 8.18 244 188 14 18113 8.48 366 246 27 12518 8.24 236 209 16 18864 8.44 366 240 27 12459 8.58 214 212 17 21662 Avg 12455 Avg 19546 Stdv 65.6 Stdv 1870.3
C-201 Lot Su bl ot Point C Point D Load δ 1 δ 2 δ 3 E Load δ 1 δ 2 δ 3 E kN (µm) (µm) (µm) (Psi) kN (µm) (µm) (µm) (Psi) Su b gr ad e 1 5 NO DATA NO DATA Su b gr ad e 2 1 8.5 617 239 34 7443 8.35 175 144 17 25779 8.47 583 240 37 7849 8.32 251 155 23 17909 8.43 585 242 39 7786 8.38 246 156 25 18405 8.28 438 259 40 10214 8.11 193 162 27 22703 8.33 581 244 40 7746 8.48 256 151 27 17897 Avg 8582 Avg 19668 Stdv 1413.3 Stdv 2640.5 Su b gr ad e 2 2 NO DATA NO DATA Su b gr ad e 2 3 NO DATA 8.17 324 321 80 13624 8.28 349 319 81 12818 Avg 12818 Stdv N/A
C-202 Table 77. Modulus measured by DSPA in I-85 Ramp, AL, Subgrade, Post-IC, psi Note: Test repetitions were not performed for Post-IC measurements Lot Sublot A B C D Average Lot Average 1 1 43000 47500 37500 42500 42625 2 44000 35000 48000 39000 41500 3 42000 47000 33000 52000 43500 4 45000 27000 38500 29000 34875 5 38500 37000 28000 35000 34625 39425 2 1 35000 27000 44000 29333 33833 2 29000 30500 38500 35000 33250 3 39000 44000 52000 56000 47750 4 34000 43000 45000 46000 42000 5 29000 54000 46000 52000 45250 40417 Average lot 1 by row 42500 38700 37000 39500 Average lot 1 by row 33200 39700 45100 43667 Average by row 37850 39200 41050 41583 Project average 39921
C-203 Table 78. Density measured by Nuclear Gauge in I-85, AL, Subgrade, Post-IC, pcf Note: Test repetition measurements are shown in Table 80 Lot Sublot A B C D Average Lot Average 1 1 124.05 122.90 123.48 2 127.35 126.90 127.13 3 124.90 124.90 124.90 4 136.25 121.05 128.65 5 120.20 133.85 127.03 126.24 2 1 121.90 122.35 122.13 2 124.30 124.45 124.38 3 121.30 128.50 124.90 4 122.80 129.40 126.10 5 125.25 123.90 124.58 124.42 Average lot 1 by row 123.05 131.80 127.22 123.98 Average lot 1 by row 122.82 123.55 124.92 126.93 Average by row 122.93 127.68 126.07 125.45 Project average 125.33
C-204 Table 79. Moisture measured by Nuclear Gauge in I-85, AL, Subgrade, Post-IC, psi Note: Test repetition measurements are shown in Table 80 Lot Sublot A B C D Average Lot Average 1 1 20.95 22.85 21.90 2 21.50 21.55 21.53 3 21.05 21.75 21.40 4 18.90 23.70 21.30 5 24.25 21.65 22.95 21.82 2 1 26.45 26.85 26.65 2 22.10 21.25 21.68 3 21.10 22.95 22.03 4 25.95 22.65 24.30 5 22.65 22.60 22.63 23.46 Average lot 1 by row 22.08 20.20 22.08 22.63 Average lot 1 by row 23.40 24.03 24.13 21.95 Average by row 22.74 22.11 23.11 22.29 Project average 22.64
C-205 Table 80. Density and Moisture measured by Nuclear Density Gauge I-85 Ramp, AL, Subgrade, Post-IC, psi Note: Test repetitions are reported within this table, summaries are provided in Table 78 and Table 79 Section Sublot and point Replicate 1 Replicate 2 Average Density, lbs/ft^3 Moisture Content, % Density, lbs/ft^3 Moisture Content, % Density, lbs/ft^3 Moisture Content, % 1 1A 122.3 (121.8) 20.3 (24.8) 125.8 (122.0) 21.6 (21.8) 124.1 21.0 1 1C 122.7 (122.9) 22.4 (26.4) 123.1 (121.8) 23.3 (27.3) 122.9 22.9 1 2B 128.8 (124.1) 21.5 (21.1) 125.9 (124.5) 21.5 (23.1) 127.4 21.5 1 2D 127.0 (127.3) 21.5 (21.1) 126.8 (126.6) 21.6 (21.4) 126.9 21.6 1 3A 125.9 (118.4) 20.8 (22.6) 123.9 (124.2) 21.3 (19.6) 124.9 21.1 1 3C 126.6 21.2 123.2 22.3 124.9 21.8 1 4B 125.5 21.7 147.0 16.1 136.3 18.9 1 4D 120.6 24.2 121.5 23.2 121.1 23.7 1 5A 118.4 23.5 122.0 25.0 120.2 24.3 1 5C 141.6 20.8 126.1 22.5 133.9 21.7 2 1A 121.8 24.8 122.0 28.1 121.9 26.5 2 1C 122.9 26.4 121.8 27.3 122.4 26.9 2 2B 124.1 21.1 124.5 23.1 124.3 22.1 2 2D 122.3 21.1 126.6 21.4 124.5 21.3 2 3A 118.4 22.6 124.2 19.6 121.3 21.1 2 3C 129.0 24.2 128.0 21.7 128.5 23.0 2 4B 122.8 25.6 122.8 26.3 122.8 26.0 2 4D 129.2 23.6 129.6 21.7 129.4 22.7 2 5A 125.1 23.0 125.4 22.3 125.3 22.7 2 5C 125.6 23.5 122.2 21.7 123.9 22.6 Average 125.3 22.6 * Numbers in parenthesis represent test values prior to IC rolling operation
C-206 SH-130, TX SUBGRADE TESTING (FILL MATERIAL ON NATURAL SUBGRADE TEST) M edian Dirt C B A 4 3 2 1 x x x x x x x x x x x x C B A 4 3 2 1 x x x x x x x x x x x x C B A 4 3 2 1 x x x x x x x x x x x x III I II EXISTIN G TH 23 R O A D W A Y I-35 SO U TH I-35 N O R TH State Route 971 (East west) Highway 29 (East west) LEGEND x â Test point Î â Calibration M edian x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x EXISTIN G TH 23 R O A D W A Y I-35 SO U TH I-35 N O R TH Note: No station information was available for these sections
C-207 Table 81. Penetration Index measured by DCP in SH-130, TX, Subgrade, mm/blow Note: Test data for number of blows vs penetration is shown in Table 82. Lot Sublot A B C Average Lot Average 1 1 7.6 5.2 4.4 5.7 2 8.0 9.9 7.3 8.4 3 13.8 15.5 12.2 13.8 4 7.5 9.4 6.7 7.9 9.0 2 1 7.0 7.7 9.7 8.1 2 6.6 7.8 10.5 8.3 3 7.6 5.1 7.2 6.6 4 30.3 14.9 11.9 19.1 10.5 3 1 7.7 11.6 8.5 9.3 2 4.6 2.9 6.2 4.6 3 7.6 8.3 19.2 11.7 4 15.2 13.3 13.5 14.0 9.9 Average lot 1 by row 9.2 10.0 7.7 Average lot 2 by row 12.9 8.9 9.8 Average lot 3 by row 8.8 9.0 11.8 Average by row 10.3 9.3 9.8 Project average 9.8
C-208 Table 82. Penetration Index measured by DCP in SH-130, TX, Subgrade, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 1 1 1 1 Sublot 1 1 1 1 1 1 2 2 2 2 2 2 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 9 7 9 8 18 10 5 48 32 44 7.80 5.00 7.00 51 75 55 8.60 11.40 9.00 10 85 59 73 7.60 5.20 6.40 81 110 86 7.30 9.20 7.60 15 124 101 93 7.67 6.27 5.60 119 155 129 7.40 9.13 7.93 20 170 155 113 8.05 7.40 5.20 194 225 170 9.30 10.35 8.00 25 215 175 135 8.24 6.72 5.04 235 265 207 9.08 9.88 7.88 30 255 188 154 8.20 6.03 4.83 257 302 230 8.30 9.47 7.33 35 278 198 175 7.69 5.46 4.74 274 248 7.60 6.80 40 290 212 185 7.03 5.13 4.40 293 267 7.13 6.43 45 302 225 205 6.51 4.84 4.36 320 288 6.93 6.18 50 237 20 4.60 0.22 316 6.12 55 251 235 4.44 4.11 60 265 250 4.30 4.02 65 277 260 4.15 3.86 70 286 275 3.99 3.80 75 298 288 3.88 3.72 80 300 3.64 Average PI at point 7.64 5.16 4.43 7.96 9.91 7.33
C-209 Table 82 Continued, Penetration Index measured by DCP in SH-130, TX, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 1 1 1 1 Sublot 3 3 3 3 3 3 4 4 4 4 4 4 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 25 23 34 9 15 15 5 82 108 112 11.40 17.00 15.60 43 75 63 6.80 12.00 9.60 10 137 171 138 11.20 14.80 10.40 76 136 100 6.70 12.10 8.50 15 240 264 193 14.33 16.07 10.60 109 200 120 6.67 12.33 7.00 20 390 307 275 18.25 14.20 12.05 150 222 153 7.05 10.35 6.90 25 340 12.24 213 243 177 8.16 9.12 6.48 30 270 257 196 8.70 8.07 6.03 35 297 271 212 8.23 7.31 5.63 40 290 234 6.88 5.48 45 311 264 6.58 5.53 50 304 5.78 Average PI at point 13.80 15.52 12.18 7.47 9.42 6.69
C-210 Table 82 Continued, Penetration Index measured by DCP in SH-130, TX, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 2 2 2 2 Sublot 1 1 1 1 1 1 2 2 2 2 2 2 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 13 8 15 9 10 18 5 54 41 45 8.20 6.60 6.00 49 46 72 8.00 7.20 10.80 10 86 69 82 7.30 6.10 6.70 76 94 122 6.70 8.40 10.40 15 115 106 175 6.80 6.53 10.67 97 135 163 5.87 8.33 9.67 20 197 161 270 9.20 7.65 12.75 130 171 214 6.05 8.05 9.80 25 182 232 320 6.76 8.96 12.20 173 205 318 6.56 7.80 12.00 30 205 284 6.40 9.20 205 230 6.53 7.33 35 225 306 6.06 8.51 244 266 6.71 7.31 40 253 6.00 273 337 6.60 8.18 45 290 6.16 302 6.51 50 375 7.24 Average PI at point 7.01 7.65 9.66 6.62 7.83 10.53
C-211 Table 82 Continued, Penetration Index measured by DCP in SH-130, TX, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 2 2 2 2 2 2 2 2 2 2 2 2 Sublot 3 3 3 3 3 3 4 4 4 4 4 4 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 13 7 9 43 30 17 5 65 34 35 10.40 5.40 5.20 215 151 72 34.40 24.20 11.00 10 96 52 55 8.30 4.50 4.60 305 220 127 26.20 19.00 11.00 15 115 70 84 6.80 4.20 5.00 245 184 14.33 11.13 20 136 92 171 6.15 4.25 8.10 265 274 11.75 12.85 25 155 147 216 5.68 5.60 8.28 290 358 10.40 13.64 30 181 181 256 5.60 5.80 8.23 328 9.93 35 268 203 395 7.29 5.60 11.03 40 430 220 10.43 5.33 45 244 5.27 50 265 5.16 55 286 5.07 60 307 5.00 Average PI at point 7.58 5.10 7.21 30.30 14.94 11.92
C-212 Table 82 Continued, Penetration Index measured by DCP in SH-130, TX, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 3 3 3 3 3 3 3 3 3 3 3 3 Sublot 1 1 1 1 1 1 2 2 2 2 2 2 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 12 18 11 7 6 9 5 45 96 60 6.60 15.60 9.80 42 32 88 7.00 5.20 15.80 10 78 132 97 6.60 11.40 8.60 66 45 107 5.90 3.90 9.80 15 110 187 132 6.53 11.27 8.07 82 62 126 5.00 3.73 7.80 20 152 233 176 7.00 10.75 8.25 100 80 143 4.65 3.70 6.70 25 224 280 223 8.48 10.48 8.48 124 94 153 4.68 3.52 5.76 30 337 321 255 10.83 10.10 8.13 146 105 170 4.63 3.30 5.37 35 309 8.51 159 115 187 4.34 3.11 5.09 40 187 125 196 4.50 2.98 4.68 45 214 135 212 4.60 2.87 4.51 50 235 150 226 4.56 2.88 4.34 55 248 168 243 4.38 2.95 4.25 60 262 18 262 4.25 0.20 4.22 65 274 196 282 4.11 2.92 4.20 70 282 215 298 3.93 2.99 4.13 75 290 220 3.77 2.85 80 301 228 3.68 2.78 85 236 2.71 90 246 2.67 95 257 2.64
C-213 Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 3 3 3 3 3 3 3 3 3 3 3 3 Sublot 1 1 1 1 1 1 2 2 2 2 2 2 Point A B C A B C A B C A B C 100 265 2.59 105 275 2.56 110 283 2.52 120 287 2.34 130 291 2.19 140 297 2.08 150 Average PI at point 7.67 11.60 8.55 4.62 2.89 6.19
C-214 Table 82 Continued, Penetration Index measured by DCP in SH-130, TX, Subgrade, Post-IC, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 3 3 3 3 3 3 3 3 3 3 3 3 Sublot 3 3 3 3 3 3 4 4 4 4 4 4 Point A B C A B C A B C A B C N u m b e r o f b l o w s 1 6 14 26 26 15 20 5 43 54 145 7.40 8.00 23.80 155 60 93 25.80 9.00 14.60 10 80 93 227 7.40 7.90 20.10 213 174 151 18.70 15.90 13.10 15 125 145 287 7.93 8.73 17.40 252 251 235 15.07 15.73 14.33 20 151 185 332 7.25 8.55 15.30 266 290 277 12.00 13.75 12.85 25 187 240 7.24 9.04 284 315 330 10.32 12.00 12.40 30 246 273 8.00 8.63 304 9.27 35 286 291 8.00 7.91 40 324 316 7.95 7.55 Average PI at point 7.65 8.29 19.15 15.19 13.28 13.46
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-215 Table 83. Wet density measured by EDG in SH-130, TX, Subgrade, pcf Note: Test repetitions were not performed at individual points Lot Sublot A B C Average Lot Average 1 1 141.67 143.73 143.57 142.99 2 141.92 145.13 143.40 143.48 3 144.08 143.12 141.88 143.03 4 140.05 143.72 143.70 142.49 143.00 2 1 No data No data No data No data No data 2 No data No data No data No data No data 3 No data No data No data No data No data 4 No data No data No data No data No data 3 1 No data No data No data No data No data 2 No data No data No data No data No data 3 No data No data No data No data No data 4 No data No data No data No data No data Average lot 1 by row 141.93 143.93 143.14 Average lot 2 by row No data No data No data Average lot 3 by row No data No data No data Average by row - - - Project average -
C-216 Table 84. Percent Moisture measured by EDG in SH-130, TX, Subgrade Note: Test repetitions were not performed at individual points Lot Sublot A B C Average Lot Average 1 1 8.5 7.1 7.3 7.63 2 8.3 6.6 7.2 7.37 3 7.0 7.2 7.9 7.40 4 9.7 7.1 6.9 7.92 7.58 2 1 No data No data No data No data No data 2 No data No data No data No data No data 3 No data No data No data No data No data 4 No data No data No data No data No data 3 1 No data No data No data No data No data 2 No data No data No data No data No data 3 No data No data No data No data No data 4 No data No data No data No data No data Average lot 1 by row 8.40 7.01 7.34 Average lot 2 by row No data No data No data Average lot 3 by row No data No data No data Average by row - - - Project average - - - - -
C-217 Table 85. Modulus measured by GEOGAUGE in SH-130, TX, Subgrade, psi Note: Repeatability data is shown in Table 87 Lot Sublot A B C Average Lot Average 1 1 32988 30428 30467 31294 2 30588 28235 27453 28759 3 20889 20907 28472 23422 4 30685 27721 24494 27633 27777 2 1 28122 32024 23712 27953 2 24010 26713 30382 27035 3 20257 23006 28372 23878 4 19303 25114 18383 20934 24950 3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data No Data Average lot 1 by row 28787 26823 27721 Average lot 2 by row 22923 26714 25212 Average lot 3 by row No Data No Data No Data Average by row 25855 26768 26467 Project average 26364
C-218 Table 86. Stiffness measured by GEOGAUGE in SH-130, TX, Subgrade, klb/in Note: Note: Repeatability data is shown in Table 88 Lot Sublot A B C Average Lot Average 1 1 149.6 138.0 138.2 141.9 2 138.7 128.1 124.5 130.4 3 94.7 94.8 129.1 106.2 4 139.2 125.7 111.1 125.3 126.0 2 1 127.5 145.2 107.5 126.8 2 108.9 121.1 137.8 122.6 3 91.9 104.3 128.7 108.3 4 87.5 113.9 83.4 94.9 113.2 3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data No Data Average lot 1 by row 130.6 121.6 125.7 Average lot 2 by row 104.0 121.2 114.3 Average lot 3 by row No Data No Data No Data Average by row 117.3 121.4 120.0 Project average 119.6
C-219 Table 87. Repeatability in Modulus measurements by Geogauge in SH-130, TX, Subgrade, psi Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Sub1 1 A 28817 35086 35060 32988 3612 Sub1 1 B 32522 28524 30237 30428 2006 Sub1 1 C 27761 33406 30235 30467 2830 Sub1 2 A 28996 31406 31364 30588 1380 Sub1 2 B 28641 29569 26495 28235 1577 Sub1 2 C 27990 25843 28526 27453 1420 Sub1 3 A 20480 21556 20630 20889 583 Sub1 3 B 18855 22191 21675 20907 1796 Sub1 3 C 24689 31091 29635 28472 3355 Sub1 4 A 27893 30980 33181 30685 2656 Sub1 4 B 30863 27408 24892 27721 2998 Sub1 4 C 21852 24211 27419 24494 2795 Sub2 1 A 28453 27865 28048 28122 301 Sub2 1 B 31840 41057 23175 32024 8943 Sub2 1 C 21183 25715 24237 23712 2311 Sub2 2 A 24425 24436 23170 24010 728 Sub2 2 B 27073 27113 25953 26713 658 Sub2 2 C 30369 30350 30427 30382 40 Sub2 3 A 20348 20379 20046 20257 184 Sub2 3 B 22899 23247 22870 23006 210 Sub2 3 C 28484 27818 28813 28372 507 Sub2 4 A 19014 19550 19347 19303 271 Sub2 4 B 24542 25245 25556 25114 520 Sub2 4 C 18412 18491 18246 18383 125 Note: Sublot 3 was not tested with the Geogauge
C-220 Table 88. Repeatability in Stiffness measurements by Geogauge in SH-130, TX, Subgrade, klb/in Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Sub1 1 A 130.69 159.12 159 149.6 16.4 Sub1 1 B 147.49 129.36 137.13 138.0 9.1 Sub1 1 C 125.9 151.5 137.12 138.2 12.8 Sub1 2 A 131.5 142.43 142.24 138.7 6.3 Sub1 2 B 129.89 134.1 120.16 128.1 7.1 Sub1 2 C 126.94 117.2 129.37 124.5 6.4 Sub1 3 A 92.88 97.76 93.56 94.7 2.6 Sub1 3 B 85.51 100.64 98.3 94.8 8.1 Sub1 3 C 111.97 141 134.4 129.1 15.2 Sub1 4 A 126.5 140.5 150.48 139.2 12.0 Sub1 4 B 139.97 124.3 112.89 125.7 13.6 Sub1 4 C 99.1 109.8 124.35 111.1 12.7 Sub2 1 A 129.04 126.37 127.2 127.5 1.4 Sub2 1 B 144.4 186.2 105.1 145.2 40.6 Sub2 1 C 96.07 116.62 109.92 107.5 10.5 Sub2 2 A 110.77 110.82 105.08 108.9 3.3 Sub2 2 B 122.78 122.96 117.7 121.1 3.0 Sub2 2 C 137.73 137.64 137.99 137.8 0.2 Sub2 3 A 92.28 92.42 90.91 91.9 0.8 Sub2 3 B 103.85 105.43 103.72 104.3 1.0 Sub2 3 C 129.18 126.16 130.67 128.7 2.3 Sub2 4 A 86.23 88.66 87.74 87.5 1.2 Sub2 4 B 111.3 114.49 115.9 113.9 2.4 Sub2 4 C 83.5 83.86 82.75 83.4 0.6
C-221 Table 89. Dielectric measured by GPR in SH-130, TX, Subgrade Note: Repeatability results are shown in Table 91 Lot Sublot A B C Average Lot Average 1 1 10.8 9.8 10.5 10.4 2 10.4 9.5 9.1 9.7 3 9.2 10.6 7.7 9.2 4 9.8 9.1 8.0 9.0 9.6 2 1 8.8 9.7 8.2 8.9 2 8.4 9.3 8.8 8.8 3 9.4 10.0 8.6 9.3 4 9.5 10.1 7.9 9.2 9.1 3 1 7.6 7.8 7.5 7.7 2 7.1 7.6 7.6 7.5 3 7.9 8.0 8.9 8.3 4 8.8 8.3 8.1 8.4 8.0 Average lot 1 by row 10.1 9.8 8.8 10.1 Average lot 2 by row 9.0 9.8 8.4 9.0 Average lot 3 by row 7.9 7.9 8.0 7.9 Average by row 9.0 9.2 8.4 8.9 Project average 9.0
C-222 Table 90. Moisture* measured by GPR in SH-130, TX, Subgrade Note: Repeatability results are shown in Table 91 Lot Sublot A B C Average Lot Average 1 1 11.0 10.8 10.9 10.9 2 10.9 10.8 10.7 10.8 3 10.8 10.9 10.5 10.7 4 10.8 10.7 10.6 10.7 10.9 2 1 9.5 10.4 8.9 9.6 2 9.1 10.0 9.5 9.5 3 10.1 10.7 9.3 10.0 4 10.2 10.8 8.6 9.9 9.7 3 1 10.3 11.0 10.1 10.5 2 8.5 10.3 10.3 9.7 3 11.5 11.9 15.0 12.8 4 14.8 13.0 12.1 13.3 11.3 Average lot 1 by row 10.9 10.8 10.7 10.8 Average lot 2 by row 9.7 10.5 9.1 9.8 Average lot 3 by row 11.3 11.6 11.9 11.6 Average by row 10.6 11.0 10.5 Project average 10.7 * Moisture data was determined from dielectric values assuming a constant density
C-223 Table 91. Repeatability in GPR Thickness and Dielectric measurements in SH-130, TX Note: Summary of test results are shown in Table 89 Lot Sublot Point Thickness, inch Dielectric Trial 1 Trial 2 Aver age Std dev Trial 1 Trial 2 Aver age Std dev Sub1 1 A 11.11 10.54 10.8 0.4 11.02 10.94 11.0 0.1 Sub1 1 B 10.52 9.16 9.8 1.0 10.93 10.74 10.8 0.1 Sub1 1 C 10.47 10.44 10.5 0.0 10.93 10.92 10.9 0.0 Sub1 2 A 10.24 10.61 10.4 0.3 10.89 10.95 10.9 0.0 Sub1 2 B 10.02 8.95 9.5 0.8 10.86 10.71 10.8 0.1 Sub1 2 C 9.40 8.84 9.1 0.4 10.77 10.70 10.7 0.1 Sub1 3 A 9.24 9.23 9.2 0.0 10.75 10.75 10.8 0.0 Sub1 3 B 11.32 9.87 10.6 1.0 11.05 10.84 10.9 0.1 Sub1 3 C 7.74 7.70 7.7 0.0 10.54 10.53 10.5 0.0 Sub1 4 A 10.12 9.53 9.8 0.4 10.88 10.79 10.8 0.1 Sub1 4 B 9.76 8.45 9.1 0.9 10.83 10.64 10.7 0.1 Sub1 4 C 8.83 7.26 8.0 1.1 10.69 10.47 10.6 0.2 Sub2 1 A 9.49 8.04 8.8 1.0 10.19 8.74 9.5 1.0 Sub2 1 B 9.41 9.93 9.7 0.4 10.11 10.63 10.4 0.4 Sub2 1 C 7.93 8.57 8.2 0.5 8.63 9.27 8.9 0.5 Sub2 2 A 8.50 8.30 8.4 0.1 9.20 9.00 9.1 0.1 Sub2 2 B 9.29 9.33 9.3 0.0 9.99 10.03 10.0 0.0 Sub2 2 C 8.78 8.78 8.8 0.0 9.48 9.48 9.5 0.0 Sub2 3 A 9.60 9.13 9.4 0.3 10.30 9.83 10.1 0.3 Sub2 3 B 10.56 9.53 10.0 0.7 11.26 10.23 10.7 0.7 Sub2 3 C 9.09 8.03 8.6 0.7 9.79 8.73 9.3 0.7 Sub2 4 A 10.97 7.96 9.5 2.1 11.67 8.66 10.2 2.1 Sub2 4 B 10.81 9.37 10.1 1.0 11.51 10.07 10.8 1.0 Sub2 4 C 7.87 7.99 7.9 0.1 8.57 8.69 8.6 0.1 Sub3 1 A 7.67 7.55 7.6 0.1 10.52 10.08 10.3 0.3 Sub3 1 B 7.68 7.93 7.8 0.2 10.56 11.50 11.0 0.7 Sub3 1 C 7.64 7.45 7.5 0.1 10.41 9.73 10.1 0.5 Sub3 2 A 6.86 7.40 7.1 0.4 7.53 9.54 8.5 1.4 Sub3 2 B 7.69 7.51 7.6 0.1 10.60 9.95 10.3 0.5 Sub3 2 C 7.98 7.26 7.6 0.5 11.68 8.99 10.3 1.9
C-224 Lot Sublot Point Thickness, inch Dielectric Trial 1 Trial 2 Aver age Std dev Trial 1 Trial 2 Aver age Std dev Sub3 3 A 7.69 8.19 7.9 0.4 10.60 12.45 11.5 1.3 Sub3 3 B 8.34 7.75 8.0 0.4 13.03 10.84 11.9 1.5 Sub3 3 C 8.88 8.84 8.9 0.0 15.05 14.87 15.0 0.1 Sub3 4 A 8.42 9.23 8.8 0.6 13.33 16.33 14.8 2.1 Sub3 4 B 8.26 8.42 8.3 0.1 12.72 13.33 13.0 0.4 Sub3 4 C 8.18 8.00 8.1 0.1 12.43 11.74 12.1 0.5
C-225 Table 92. Modulus measured by LWD 2 in SH-130, TX, Subgrade Note: Repeatability results are shown in Table 93 Lot Sublot A B C Average Lot Average 1 1 37893 44032 18705 33543 2 39827 13533 20348 24569 3 9038 14258 18947 14081 4 24602 22475 28952 25343 24384 2 1 31417 28758 29290 29822 2 26922 38377 22378 29226 3 27260 31803 15902 24988 4 8797 19672 17497 15322 24839 3 1 10537 8362 18125 12341 2 41953 64332 17352 41212 3 17690 29338 26148 24392 4 15612 18753 21073 18479 24106 Average lot 1 by row 27840 23575 21738 Average lot 2 by row 23599 29653 21267 Average lot 3 by row 21448 30196 20675 Average by row 24296 27808 21226 Project average 24443
C-226 Table 93. Repeatability in LWD 2 measurements in SH-130, TX, Subgrade Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi A1 8.35 118.2 19.1 197 64 22 158 206 379 22910 29870 54955 Lot 1 8.43 119.3 19.3 121 47 16 260 283 518 37700 41035 75110 8.58 121.4 20 121 48 16 265 282 525 38425 40890 76125 8.73 123.5 25.6 126 49 17 259 281 526 37555 40745 76270 Avg 37893 40890 75835 Std dev 466.1 145.0 632.0 B1 8.56 121 19 98 79 22 324 169 382 46980 24505 55390 Lot 1 8.65 122.4 19.1 111 78 23 290 173 383 42050 25085 55535 8.61 121.9 19.1 108 78 23 297 174 379 43065 25230 54955 Avg 44032 24940 55293 Std dev 2603.3 383.6 301.8 C1 8.72 123.3 18.9 258 121 20 126 113 446 18270 16385 64670 Lot 1 8.78 124.2 19 253 103 19 129 134 458 18705 19430 66410 8.78 124.3 19 247 97 19 132 142 464 19140 20590 67280 Avg 18705 18802 66120 Std dev 435.0 2171.8 1328.9 A2 8.83 124.9 19 121 79 26 272 174 335 39440 25230 48575 Lot 1 8.91 126.1 19 120 75 26 276 186 338 40020 26970 49010 8.95 126.6 19 121 73 26 276 192 338 40020 27840 49010
C-227 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Avg 39827 26680 48865 Std dev 334.9 1328.9 251.1 B2 8.74 123.6 19 372 179 59 88 77 149 12760 11165 21605 Lot 1 8.84 125 19 352 130 58 94 107 153 13630 15515 22185 8.87 125.4 19.1 337 123 58 98 113 154 14210 16385 22330 Avg 13533 14355 22040 Std dev 729.8 2796.7 383.6 C2 6.76 95.6 19.8 230 72 24 109 147 278 15805 21315 40310 Lot 1 8.85 125.3 19 217 69 33 152 202 267 22040 29290 38715 8.94 126.5 19 209 64 32 160 220 278 23200 31900 40310 Avg 20348 27502 39778 Std dev 3977.2 5514.4 920.9 A3 8.88 125.7 19.3 533 378 81 62 37 109 8990 5365 15805 Lot 1 8.93 126.3 19.7 536 372 81 62 38 110 8990 5510 15950 8.91 126 19.3 526 370 81 63 38 110 9135 5510 15950 Avg 9038 5462 15902 Std dev 83.7 83.7 83.7 B3 8.75 123.7 19.2 328 176 36 99 78 243 14355 11310 35235 Lot 1 8.78 124.2 19.3 337 172 38 97 80 234 14065 11600 33930
C-228 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi 8.91 126.1 19.7 337 171 38 99 82 237 14355 11890 34365 Avg 14258 11600 34510 Std dev 167.4 290.0 664.5 C3 8.92 126.1 19.2 256 260 49 130 54 184 18850 7830 26680 Lot 1 8.92 126.2 19.1 247 205 49 134 68 183 19430 9860 26535 8.92 126.2 19.2 259 184 48 128 76 187 18560 11020 27115 Avg 18947 9570 26777 Std dev 443.0 1614.7 301.8 A4 8.88 125.6 19.3 196 208 52 169 67 169 24505 9715 24505 Lot 1 8.91 126.1 19.1 188 162 43 177 86 209 25665 12470 30305 8.98 127.1 19.1 205 156 40 163 90 226 23635 13050 32770 Avg 24602 11745 29193 Std dev 1018.4 1781.8 4243.2 B4 9.04 127.8 19.3 197 42 26 171 341 347 24795 49445 50315 Lot 1 9.12 129 19.6 254 40 25 134 354 358 19430 51330 51910 9.18 129.8 19.3 213 41 26 160 353 351 23200 51185 50895 Avg 22475 50653 51040 Std dev 2755.0 1049.0 807.3 C4 9.01 127.5 19.3 174 79 35 193 180 257 27985 26100 37265 Lot 1 9.08 128.5 19.2 169 72 35 201 197 261 29145 28565 37845
C-229 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi 9.12 129 19.2 166 72 34 205 199 267 29725 28855 38715 Avg 28952 27840 37942 Std dev 886.0 1513.8 729.8 A1 9.13 129.1 19.4 108 55 26 314 261 348 45530 37845 50460 Lot 2 9.07 128.3 19.1 106 52 26 318 273 349 46110 39585 50605 9.12 129.1 19.2 102 56 26 332 255 351 48140 36975 50895 0 0 0 0 0 0 0 0 0 0 0 0 Avg 31417 25520 33833 Std dev 27226.6 22139.5 29300.9 B1 7.37 104.3 19.8 169 52 23 162 221 321 23490 32045 46545 Lot 2 9.12 129.1 19.2 156 53 30 218 269 307 31610 39005 44515 9.18 129.8 19.2 159 54 30 215 265 301 31175 38425 43645 Avg 28758 36492 44902 Std dev 4567.7 3861.8 1488.2 C1 9.17 129.8 19.2 168 158 52 203 91 178 29435 13195 25810 Lot 2 9.21 130.4 19.1 171 136 52 201 106 178 29145 15370 25810 9.23 130.5 19.1 170 134 52 202 108 178 29290 15660 25810 Avg 29290 14742 25810 Std dev 145.0 1347.3 0.0 A2 9.17 129.8 19.3 189 134 41 181 107 223 26245 15515 32335
C-230 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 2 9.13 129.1 19.3 182 150 41 187 95 223 27115 13775 32335 9.1 128.8 19.1 180 165 41 189 87 220 27405 12615 31900 Avg 26922 13968 32190 Std dev 603.7 1459.6 251.1 B2 9.11 128.9 19.2 130 81 36 261 176 251 37845 25520 36395 Lot 2 9.26 131 19.1 130 83 37 266 176 251 38570 25520 36395 9.32 131.8 19.1 130 81 37 267 180 252 38715 26100 36540 Avg 38377 25713 36443 Std dev 466.1 334.9 83.7 C2 9.04 127.9 19.2 228 166 24 148 85 377 21460 12325 54665 Lot 2 8.97 127 19.2 213 147 24 157 96 368 22765 13920 53360 9.07 128.4 19.4 214 139 25 158 103 360 22910 14935 52200 Avg 22378 13727 53408 Std dev 798.6 1315.7 1233.2 A3 9.2 130.2 19 183 155 52 187 93 178 27115 13485 25810 Lot 2 9.19 130 19.2 183 159 53 187 90 174 27115 13050 25230 9.21 130.3 19.1 181 156 51 190 93 182 27550 13485 26390 Avg 27260 13340 25810 Std dev 251.1 251.1 580.0 B3 8.98 127.1 19.2 149 116 44 225 122 204 32625 17690 29580
C-231 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 2 9.15 129.5 19.3 162 114 46 210 126 201 30450 18270 29145 9.17 129.8 19.1 153 113 46 223 127 200 32335 18415 29000 Avg 31803 18125 29242 Std dev 1181.0 383.6 301.8 C3 9.2 130.1 19.6 292 160 77 117 90 119 16965 13050 17255 Lot 2 9.23 130.6 19.1 330 155 75 104 94 124 15080 13630 17980 9.2 130.1 19.1 317 151 74 108 96 124 15660 13920 17980 Avg 15902 13533 17738 Std dev 965.5 443.0 418.6 A4 8.97 126.9 19.2 480 410 41 70 34 220 10150 4930 31900 Lot 2 8.99 127.2 19.1 597 474 44 56 30 206 8120 4350 29870 9.03 127.7 19.8 599 538 47 56 26 194 8120 3770 28130 Avg 8797 4350 29967 Std dev 1172.0 580.0 1886.9 B4 9.04 127.9 19.1 251 122 19 134 116 475 19430 16820 68875 Lot 2 9.06 128.2 19.2 253 119 20 133 119 458 19285 17255 66410 9.06 128.2 19.1 241 120 20 140 119 448 20300 17255 64960 Avg 19672 17110 66748 Std dev 549.0 251.1 1979.3 C4 9.08 128.4 19.3 281 150 21 120 95 432 17400 13775 62640
C-232 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 2 9.14 129.4 19.1 283 141 22 120 102 415 17400 14790 60175 9.11 128.9 19.1 277 136 23 122 105 397 17690 15225 57565 Avg 17497 14597 60127 Std dev 167.4 744.1 2537.8 SUBGRADE LOT 3 A1 8.93 126.4 19.3 457 283 83 73 49 108 10585 7105 15660 Lot 3 8.98 127.1 19.3 466 264 84 72 53 107 10440 7685 15515 8.98 127.1 19.3 461 263 84 73 54 107 10585 7830 15515 Avg 10537 7540 15563 Std dev 83.7 383.6 83.7 B1 9.04 127.8 19.2 542 381 77 62 37 118 8990 5365 17110 Lot 3 9.05 128.1 19.3 545 351 67 62 40 136 8990 5800 19720 7.23 102.3 20.4 550 350 51 49 32 141 7105 4640 20445 Avg 8362 5268 19092 Std dev 1088.3 586.0 1754.0 C1 9.19 130 19.2 279 179 22 123 80 415 17835 11600 60175 Lot 3 9.24 130.8 19.2 274 164 22 126 88 426 18270 12760 61770 9.17 129.7 19.2 270 170 22 126 84 417 18270 12180 60465 Avg 18125 12180 60803 Std dev 251.1 580.0 849.6 A2 9.19 129.9 19.2 118 52 14 289 275 669 41905 39875 97005
C-233 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 3 9.33 132 19.2 122 42 12 285 345 790 41325 50025 114550 9.31 131.7 19 118 43 12 294 336 769 42630 48720 111505 Avg 41953 46207 107687 Std dev 653.8 5522.1 9375.0 B2 9.23 130.6 18.9 74 25 13 465 583 717 67425 84535 103965 Lot 3 9.22 130.5 19 82 22 12 421 649 761 61045 94105 110345 9.35 132.3 19.2 78 22 12 445 653 766 64525 94685 111070 Avg 64332 91108 108460 Std dev 3194.4 5700.1 3909.6 C2 9.24 130.7 19.1 307 86 19 112 168 478 16240 24360 69310 Lot 3 9.3 131.6 19.1 285 68 19 121 215 495 17545 31175 71775 9.32 131.8 19 275 64 18 126 229 506 18270 33205 73370 Avg 17352 29580 71485 Std dev 1028.7 4633.2 2045.5 A3 9.07 128.3 19.2 283 49 28 119 291 322 17255 42195 46690 Lot 3 9.11 128.9 19.1 282 41 27 120 345 338 17400 50025 49010 9.07 128.3 19 266 39 26 127 368 346 18415 53360 50170 Avg 17690 48527 48623 Std dev 632.0 5731.3 1771.9 B3 9.17 129.8 19 190 73 25 180 198 370 26100 28710 53650
C-234 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 3 9.23 130.6 19 162 63 25 212 228 376 30740 33060 54520 9.08 128.4 19 157 60 25 215 238 368 31175 34510 53360 Avg 29338 32093 53843 Std dev 2812.9 3018.4 603.7 C3 9.08 128.4 19.2 183 115 23 185 124 398 26825 17980 57710 Lot 3 9.08 128.5 19 182 125 28 186 114 328 26970 16530 47560 9.05 128 19 198 122 28 170 117 326 24650 16965 52635 Avg 26148 17158 7177.1 Std dev 1299.6 744.1 5075.0 A4 9.07 128.4 19.2 315 96 15 107 148 594 15515 21460 86130 Lot 3 9.05 128 19.1 315 96 15 107 148 598 15515 21460 86710 9.14 129.3 19.1 312 98 15 109 146 591 15805 21170 85695 Avg 15612 21363 86178 Std dev 167.4 167.4 509.2 B4 9.08 128.4 19.5 267 100 20 127 142 446 18415 20590 64670 Lot 3 9.05 128.1 19.1 260 102 22 130 139 405 18850 20155 58725 9.23 130.6 19.3 262 76 20 131 191 468 18995 27695 67860 Avg 18753 22813 63752 Std dev 301.8 4233.2 4636.2 C4 9.13 129.2 19.2 251 181 29 136 79 316 19720 11455 45820
C-235 Lot / Sublot Force Pressure Pulse δ 1 δ 2 δ 3 E(1) E(2) E(3) E(1) E(2) E(3) (kN) (kPa) (ms) (μm) (μm) (μm) Mpa Mpa Mpa psi psi psi Lot 3 9.11 128.9 19.2 237 159 28 143 90 321 20735 13050 46545 9.21 130.4 19 219 158 29 157 91 319 22765 13195 46255 Avg 21073 12567 46207 Std dev 1550.4 965.5 364.9
C-236 Table 94. Modulus measured by DSPA in SH-130, TX, Subgrade, psi Note: Test repetitions are shown in Table 95 Lot Sublot A B C Average Lot Average 1 1 43063 50175 43333 45524 2 34728 30059 32419 32402 3 37442 33768 36687 35966 4 38484 41859 25185 35176 37267 2 1 47814 50129 33956 43966 2 27022 34904 37990 33305 3 36184 43440 42370 40664 4 22809 25696 26786 25097 35758 3 1 23420 20145 27147 23571 2 33641 33887 31421 32983 3 33120 25976 30888 29995 4 29305 26894 31078 29092 28910 Average lot 1 by row 38429 38965 34406 Average lot 2 by row 33457 38542 35275 Average lot 3 by row 29872 26725 30133 Average by row 33919 34744 33272 Project average 33978
C-237 Table 95. Repeatability in Modulus measured by DSPA in SH-130, TX, Subgrade, psi Note: Summary of results is shown in Table 94 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Sub1 1 A 53262 24000 51926 43063 16522 Sub1 1 B 49803 49835 50887 50175 617 Sub1 1 C 36000 51000 43000 43333 7506 Sub1 2 A 35404 38797 29982 34728 4446 Sub1 2 B 36658 30519 23000 30059 6841 Sub1 2 C 20613 34644 42000 32419 10866 Sub1 3 A 48581 24210 39537 37442 12320 Sub1 3 B 36852 33414 31038 33768 2924 Sub1 3 C 36516 31014 42530 36687 5760 Sub1 4 A 28660 40346 46445 38484 9038 Sub1 4 B 42578 35000 48000 41859 6530 Sub1 4 C 24852 30702 20000 25185 5359 Sub2 1 A 60239 43202 40000 47814 10879 Sub2 1 B 47765 60181 42443 50129 9102 Sub2 1 C 36394 16474 49000 33956 16399 Sub2 2 A 32447 25678 22940 27022 4894 Sub2 2 B 27954 42658 34099 34904 7385 Sub2 2 C 37658 33782 42530 37990 4383 Sub2 3 A 42308 32575 33667 36184 5332 Sub2 3 B 46210 40341 43768 43440 2948 Sub2 3 C 46790 44915 35404 42370 6105 Sub2 4 A 16153 30816 21458 22809 7424 Sub2 4 B 27975 24939 24174 25696 2010 Sub2 4 C 20210 34058 26089 26786 6950 Sub3 1 A 18116 28099 24046 23420 5021 Sub3 1 B 17620 23353 19461 20145 2927 Sub3 1 C 38416 15085 27939 27147 11686 Sub3 2 A 39886 31038 30000 33641 5433 Sub3 2 B 25500 41161 35000 33887 7890 Sub3 2 C 20591 29710 43963 31421 11780
C-238 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Sub3 3 A 36207 39153 24000 33120 8034 Sub3 3 B 27751 28616 21560 25976 3849 Sub3 3 C 36837 24826 31000 30888 6006 Sub3 4 A 29720 19017 39179 29305 10087 Sub3 4 B 22424 30500 27757 26894 4107 Sub3 4 C 31402 25000 36832 31078 5923
C-239 Table 96. Wet Density measured by Nuclear Gage in SH-130, TX, Subgrade, psi Lot Sublot A B C Average Lot Average 1 1 138.2 140.8 139.4 139.5 2 143.4 142.8 142.5 142.9 3 140.5 138.7 138.7 139.3 4 140.7 141.3 141.9 141.3 140.7 2 1 141.3 142.8 137.2 140.4 2 140.2 138.3 136.9 138.5 3 142.2 137.1 142.5 140.6 4 130.7 135.3 139.5 135.2 138.7 3 1 140.9 136.5 142.8 140.1 2 142.7 145.7 140.8 143.1 3 140.7 138.3 137.0 138.7 4 136.4 133.8 139.1 136.4 139.6 Average lot 1 by row 140.7 140.9 140.6 Average lot 2 by row 138.6 138.4 139.0 Average lot 3 by row 140.2 138.6 139.9 Average by row 139.8 139.3 139.9 Project average 139.7
C-240 Table 97. Percent Moisture measured by Nuclear Gage in SH-130, TX, Subgrade, psi Lot Sublot A B C Average Lot Average 1 1 8.8 8.7 8.5 8.7 2 7.1 8.7 8.0 7.9 3 9.3 8.5 10.3 9.4 4 8.0 7.3 7.8 7.7 8.4 2 1 6.6 15.4 7.1 9.7 2 6.5 8.3 8.2 7.7 3 7.4 6.5 6.4 6.8 4 9.7 9.8 6.7 8.7 8.2 3 1 9.4 7.6 8.9 8.6 2 6.2 6.7 8.1 7.0 3 7.1 8.8 13.6 9.8 4 11.4 10.6 10.7 10.9 9.1 Average lot 1 by row 8.3 8.3 8.7 Average lot 2 by row 7.6 10.0 7.1 Average lot 3 by row 8.5 8.4 10.3 Average by row 8.1 8.9 8.7 Project average 8.6
C-241 Table 98. Summary of Resilient Modulus Test Results in SH-130, TX Subgrade Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi Psi psi Repetition 1 1 12.9 8.0 8.0 28.9 2.3 4.9 69442 2 10.8 6.0 6.0 22.8 2.3 4.8 58930 61001 3 8.5 4.0 4.0 16.5 2.1 4.5 55339 51605 4 6.2 2.0 2.0 10.2 2.0 4.2 41930 39964 5 15.3 8.0 8.0 31.3 3.4 7.3 64539 6 13.8 6.0 6.0 25.8 3.7 7.8 53258 56503 7 11.4 4.0 4.0 19.4 3.5 7.4 48772 49014 8 8.9 2.0 2.0 12.9 3.2 6.9 37861 39840 9 18.0 8.0 8.0 34.0 4.7 10.0 62611 59620 10 16.6 6.0 6.0 28.6 5.0 10.6 50276 52613 11 14.3 4.0 4.0 22.3 4.8 10.3 46137 46372 12 11.9 2.0 2.0 15.9 4.7 9.9 37956 38981 13 21.8 8.0 8.0 37.9 6.5 13.8 55444 53717 14 20.6 6.0 6.0 32.6 6.9 14.6 48038 47898 15 18.2 4.0 4.0 26.2 6.7 14.2 43896 42990 16 15.8 2.0 2.0 19.8 6.5 13.8 37465 37295 Repetition 2 1 13.2 8.0 8.0 29.2 2.5 5.2 67126 69138 2 10.9 6.0 6.0 22.9 2.3 4.9 62896 61848 3 8.5 4.0 4.0 16.5 2.1 4.5 53094 53172 4 6.1 2.0 2.0 10.1 1.9 4.1 42727 42103 5 16.2 8.0 8.0 32.2 3.9 8.2 63870 64723 6 13.8 6.0 6.0 25.8 3.7 7.8 59364 58638 7 11.5 4.0 4.0 19.5 3.5 7.5 51868 51471 8 9.1 2.0 2.0 13.1 3.3 7.0 42136 42640 9 19.1 8.0 8.0 35.1 5.2 11.1 60791 60978 10 16.7 6.0 6.0 28.7 5.1 10.7 56658 55731 11 14.4 4.0 4.0 22.4 4.9 10.4 50167 49689 12 12.0 2.0 2.0 16.0 4.7 10.0 41784 42429 13 23.0 8.0 8.0 39.0 7.1 15.0 56497 56504 14 20.7 6.0 6.0 32.7 6.9 14.6 52949 52184 15 18.3 4.0 4.0 26.3 6.7 14.3 47455 47278 16 15.9 2.0 2.0 19.9 6.5 13.9 40660 41530
C-242 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi Psi psi Repetition 3 1 13.3 8.0 8.0 29.3 2.5 5.3 44281 45059 2 10.9 6.0 6.0 22.9 2.3 4.9 37904 39086 3 8.5 4.0 4.0 16.5 2.1 4.5 31859 32245 4 6.1 2.0 2.0 10.1 1.9 4.1 26126 24009 5 16.2 8.0 8.0 32.2 3.8 8.2 44673 43966 6 13.8 6.0 6.0 25.8 3.7 7.8 38381 38704 7 11.4 4.0 4.0 19.4 3.5 7.4 31639 32760 8 9.0 2.0 2.0 13.0 3.3 7.0 25920 25803 9 19.1 8.0 8.0 35.1 5.2 11.1 44147 42932 10 16.8 6.0 6.0 28.8 5.1 10.7 38567 38248 11 14.3 4.0 4.0 22.4 4.9 10.3 32375 33026 12 11.9 2.0 2.0 15.9 4.7 9.9 26142 27033 13 23.0 8.0 8.0 39.0 7.1 15.0 43550 41654 14 20.7 6.0 6.0 32.7 6.9 14.6 38406 37585 15 18.3 4.0 4.0 26.3 6.7 14.3 32765 33114 16 15.9 2.0 2.0 19.9 6.5 13.9 26984 28085 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 4,218.5 4,154.2 2,362.5 K2 0.565 0.510 0.624 K3 -1.846 -1.465 -1.089
C-243 Deviator Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 37. Resilient Modulus vs. Deviator Stress in SH-130, TX Subgrade Rep 1 Bulk Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 38. Bulk stress vs. Resilient Modulus in SH-130, TX Subgrade â Rep 1 0 10000 20000 30000 40000 50000 60000 70000 80000 0 10000 20000 30000 40000 50000 60000 70000 80000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 39. Predicted vs Measured Resilient Modulus in SH-130, TX Subgrade â Rep 1
C-244 Deviator Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 40. Resilient Modulus vs. Deviator Stress in SH-130, TX Subgrade â Rep 2 Bulk Stress vs Resilient M odulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 41. Bulk stress vs. Resilient Modulus in SH-130, TX Subgrade â Rep 2 0 10000 20000 30000 40000 50000 60000 70000 80000 0 10000 20000 30000 40000 50000 60000 70000 80000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 42. Predicted vs Measured Resilient Modulus in SH-130, TX Subgradeâ Rep 2
C-245 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 43. Resilient Modulus vs. Deviator Stress in SH-130, TX Subgrade â Rep 3 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 44. Bulk stress vs. Resilient Modulus in SH-130, TX Subgrade â Rep 3 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 45. Predicted vs Measured Resilient Modulus in SH-130, TX Subgradeâ Rep 3
C-246 CALDWELL, TX SUBGRADE TESTING (HIGH PLASTICITY SOIL TEST) COUNTY ROAD 130 DRIVEWAY ~ 100ft 1 (D) 2 (D) 3 (D) 4 (D) 5 (D) EAST BOUND WEST BOUND ABC 94 x x x 95 x x x 96 x x x 97 x x x 98 x x x s/ n 94 to 9 8 @ ~ 1 00 ft s/ n 1 to 5 @ ~ 5 0f t s/ n 94 to 9 8 @ ~ 1 00 ft s/ n 1 to 5 @ ~ 5 0f t Note: Precise station information was not available for this section A is LWP, B is Center and C is RWP
C-247 Table 99. Modulus measured by Geogauge in Caldwell, TX, Subgrade, psi Note: Test repetitions are shown in Table 100 Lot Sublot A B C C* Average ** Lot Statistics 1 94 21735 22324 19938 19699 21333 95 28083 34324 18361 19956 26923 96 20759 20023 23911 19317 21564 97 21381 19774 19998 19869 20384 98 28035 27075 18153 19782 24421 Average lot 1 by row 23999 24704 20072 19725 22925 Standard Dev lot 1 by row 3723 4528 2311 247 2695 D - - D* 2 1 18781 No Data No Data 19577 2 19137 No Data No Data 19358 3 18793 No Data No Data 19472 4 21716 No Data No Data 19472 5 19475 No Data No Data 25467 Average lot 2 by row 19580 20669 19580 Standard Dev lot 2 by row 1228 2683 1228 Project average 22089 Project standard dev 4212 * Point measurement without sand pad. ** Value does not include reading without sand.
C-248 Table 100. Repeatability in Modulus measured by Geogauge in Caldwell, TX, Subgrade, psi Note: Summary of results is shown in Table 99 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Std deviation Sub1 94 A 24166 19562 21478 21735 2313 Sub1 94 B 26539 20964 19469 22324 3726 Sub1 94 C 19654# 19838 20322 19938 345 Sub1 94 C* 19699 0 0 6566 Sub1 95 A 34900# 24000 25350 28083 5942 Sub1 95 B 38240 34551 30180 34324 4035 Sub1 95 C 18198 18669 18216 18361 267 Sub1 95 C* 19956 0 0 6652 Sub1 96 A 21402 20124 20751 20759 639 Sub1 96 B 20126 20084 19859 20023 144 Sub1 96 C 25785 19910 26037 23911 3467 Sub1 96 C* 19317 0 0 6439 Sub1 97 A 20047 24096 20001 21381 2351 Sub1 97 B 19902 19640 19779 19774 131 Sub1 97 C 19836 20199 19960 19998 184 Sub1 97 C* 19869 0 0 6623 Sub1 98 A 19304 41673# 23128 28035 11965 Sub1 98 B 18739 42939# 19547 27075 13744 Sub1 98 C 18026 17731 18702 18153 498 Sub1 98 C* 19782 0 0 6594 Sub2 1 D 19003 19131 18209 18781 499 Sub2 1 D* 19577 0 0 6526 Sub2 2 D 19514 18850 19046 19137 341 Sub2 2 D* 19358 0 0 6453 Sub2 3 D 20192 18015# 18171 18793 1214 Sub2 3 D* 19472 0 0 6491 Sub2 4 D 19543 19581 26024 21716 3731 Sub2 4 D* 19472 0 0 6491 Sub2 5 D 18209 19943 20274 19475 1109 Sub2 5 D* 25467 0 0 8489 * Test point without sand bed; # Reading taken while rolling operation in proximity
C-249 Table 101. Modulus measured by DSPA in Caldwell, TX, Subgrade, psi Note: Test repetitions are shown in Table 102 Lot Sublot A B C Average Standard deviaton Lot Statistics 1 94 18880 29767 29506 26051 6212 95 24964 23372 26558 24964 1593 96 26755 23755 27712 26074 2064 97 26196 24349 30825 27123 3336 98 32446 24242 35826 30838 5957 Average lot 1 by row 25848 25097 30085 27010 Standard Dev lot 1 by row 4843 2640 3603 4191 D 2 1 24349 2 25705 3 23768 4 23355 5 20823 Average lot 2 by row 23600 23600 Standard Dev lot 2 by row 1788 1788 Project average 26157 Project standard dev 3989
C-250 Table 102. Repeatability in Modulus measured by DSPA in Caldwell, TX, Subgrade, psi Note: Summary of results is shown in Table 101 Lot Sublot Point Trial 1 Trial 2 Average Std deviation Sub1 94 A 17422 20337 18880 2062 Sub1 94 B 30937 28596 29767 1655 Sub1 94 C 28632 30381 29506 1237 Sub1 95 A 20745 29183 24964 5967 Sub1 95 B 20900 25843 23372 3496 Sub1 95 C 26310 26805 26558 350 Sub1 96 A 27915 25594 26755 1641 Sub1 96 B 22285 25225 23755 2079 Sub1 96 C 30607 24816 27712 4094 Sub1 97 A 27236 25156 26196 1471 Sub1 97 B 23520 25178 24349 1173 Sub1 97 C 32936 28715 30825 2985 Sub1 98 A 33796 31096 32446 1910 Sub1 98 B 25069 23415 24242 1170 Sub1 98 C 35237 36414 35826 832 Sub2 1 D 23128 25570 24349 1727 Sub2 2 D 25727 25683 25705 31 Sub2 3 D 23231 24305 23768 759 Sub2 4 D 24993 21716 23355 2317 Sub2 5 D 18376 23270 20823 3461
C-251 Table 103. Penetration Index measured by DCP in Caldwell, TX, Subgrade, mm/blow Note: Penetration readings for each blow is shown in Table 104 Lot Sublot A B C Average Standard deviaton Lot Statistics 1 94 16.1 26.3 23.8 22.0 5.3 95 38.3 34.8 18.9 30.7 10.4 96 42.6 43.5 32.6 39.6 6.1 97 31.7 29.0 25.1 28.6 3.3 98 32.6 37.6 33.7 34.6 2.6 Average lot 1 by row 32.3 34.2 26.8 31.1 Standard Dev lot 1 by row 10.1 6.9 6.2 8.0 D 2 1 26.4 2 22.9 3 22.7 4 16.5 5 23.3 Average lot 2 by row 22.3 22.3 Standard Dev lot 2 by row 3.6 3.6 Project average 28.9 Project standard dev 8.0
C-252 Table 104. Penetration Index measured by DCP in Caldwell, TX, Subgrade, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 1 1 1 1 Sublot 94 94 94 94 94 94 95 95 95 95 95 95 Point A B C A B C A B C A B C N u m b e r o f b l o w s 0 19 30 36 27 68 24 1 31 74 70 12 44 34 54 109 52 27 41 28 2 59 103 104 28 29 34 82 139 79 28 30 27 3 91 131 126 32 28 22 115 165 96 33 26 17 4 116 152 143 25 21 17 165 183 112 50 18 16 5 137 177 159 21 25 16 230 209 127 65 26 15 6 153 195 175 16 18 16 144 17 7 164 210 192 11 15 17 158 14 8 175 214 11 22 174 16 9 183 8 187 13 10 190 7 208 21 11 198 8 12 209 11 Average at point 15.8 25.7 22.3 40.6 28.2 18.4
C-253 Table 104 Continued, Penetration Index measured by DCP in Caldwell, TX, Subgrade, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 1 1 1 1 1 1 1 1 1 1 1 1 Sublot 96 96 96 96 96 96 97 97 97 97 97 97 Point A B C A B C A B C A B C N u m b e r o f b l o w s 0 22 34 21 32 18 20 1 50 64 47 28 30 26 59 42 42 27 24 22 2 89 100 69 39 36 22 86 72 69 27 30 27 3 141 141 96 52 41 27 114 99 85 28 27 16 4 213 196 132 72 55 36 146 127 105 32 28 20 5 261 177 65 45 181 162 129 35 35 24 6 228 51 222 203 155 41 41 26 7 187 32 8 226 39 9 10 11 12 Average at point 47.8 45.4 34.5 31.7 30.8 25.8
C-254 Table 104 Continued, Penetration Index measured by DCP in Caldwell, TX, Subgrade, mm/blow Lot Penetration, mm PI, mm/blow Penetration, mm PI, mm/blow 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 Sublot 98 98 98 98 98 98 1 2 3 4 5 1 2 3 4 5 Point A B C A B C D D D D D D D D D D N u m b e r o f b l o w s 0 22 20 12 26 32 29 25 24 1 61 47 30 39 27 18 65 71 68 69 62 39 39 39 44 38 2 89 74 55 28 27 25 105 96 102 82 96 40 25 34 13 34 3 115 104 82 26 30 27 134 115 127 92 120 29 19 25 10 24 4 146 142 120 31 38 38 162 131 141 100 143 28 16 14 8 23 5 180 196 171 34 54 51 184 147 152 109 164 22 16 11 9 21 6 228 263 236 48 67 65 198 163 166 117 184 14 16 14 8 20 7 211 181 183 130 199 13 18 17 13 15 8 206 204 149 210 25 21 19 11 9 164 15 10 182 18 11 201 19 12 214 13 Average at point 34.3 40.5 37.3 26.4 21.8 21.9 15.8 23.3
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-255 Table 105. Summary of Resilient Modulus Test Results in Caldwell, TX Subgrade Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi Psi psi Repetition 1 1 13.1 8.0 8.0 29.1 2.4 5.1 38046 38745 2 10.8 6.0 6.0 22.8 2.3 4.8 36740 36190 3 8.5 4.0 4.0 16.5 2.1 4.5 32921 32995 4 6.1 2.0 2.0 10.1 1.9 4.1 27595 28554 5 16.1 8.0 8.0 32.1 3.8 8.0 35821 36107 6 13.7 6.0 6.0 25.7 3.6 7.7 34654 34015 7 11.3 4.0 4.0 19.3 3.4 7.3 32156 31425 8 8.9 2.0 2.0 12.9 3.3 6.9 27820 27963 9 19.0 8.0 8.0 35.0 5.2 11.0 33588 33837 10 16.6 6.0 6.0 28.6 5.0 10.6 32555 32078 11 14.2 4.0 4.0 22.2 4.8 10.2 30816 29938 12 11.7 2.0 2.0 15.8 4.6 9.7 27528 27159 13 22.8 8.0 8.0 38.8 7.0 14.8 30381 31226 14 20.4 6.0 6.0 32.4 6.8 14.4 29528 29816 15 18.0 4.0 4.0 26.0 6.6 14.0 28142 28085 16 15.6 2.0 2.0 19.6 6.4 13.6 25837 25933 Repetition 2 1 13.3 8.0 8.0 29.3 2.5 5.3 43092 44485 2 10.9 6.0 6.0 22.9 2.3 4.9 41050 40282 3 8.6 4.0 4.0 16.6 2.1 4.6 35817 35229 4 6.2 2.0 2.0 10.2 2.0 4.2 28380 28765 5 16.2 8.0 8.0 32.2 3.9 8.2 42869 43696 6 13.8 6.0 6.0 25.8 3.7 7.8 40287 39986 7 11.4 4.0 4.0 19.4 3.5 7.4 36103 35589 8 9.1 2.0 2.0 13.1 3.3 7.1 30454 30156 9 19.1 8.0 8.0 35.1 5.2 11.1 42772 42961 10 16.7 6.0 6.0 28.7 5.1 10.7 40090 39628 11 14.4 4.0 4.0 22.4 4.9 10.4 36035 35770 12 11.9 2.0 2.0 15.9 4.7 9.9 30703 31095 13 23.0 8.0 8.0 39.0 7.0 15.0 42109 42031 14 20.6 6.0 6.0 32.6 6.9 14.6 39649 39124 15 18.2 4.0 4.0 26.2 6.7 14.2 36069 35808 16 15.8 2.0 2.0 19.8 6.5 13.8 31060 31909
C-256 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi Psi psi Repetition 3 1 13.1 8.0 8.0 29.1 2.4 5.1 35196 36528 2 10.8 6.0 6.0 22.8 2.3 4.8 32635 31928 3 8.5 4.0 4.0 16.5 2.1 4.5 26852 26634 4 6.0 2.0 2.0 10.1 1.9 4.0 20091 20186 5 16.1 8.0 8.0 32.1 3.8 8.1 35166 35805 6 13.8 6.0 6.0 25.8 3.7 7.8 32644 31745 7 11.4 4.0 4.0 19.4 3.5 7.4 27585 27137 8 9.0 2.0 2.0 13.0 3.3 7.0 21384 21686 9 19.0 8.0 8.0 35.0 5.2 11.0 34652 35136 10 16.6 6.0 6.0 28.6 5.0 10.6 32287 31509 11 14.3 4.0 4.0 22.3 4.8 10.3 27870 27432 12 11.8 2.0 2.0 15.8 4.6 9.8 22282 22693 13 22.8 8.0 8.0 38.8 7.0 14.8 33659 34303 14 20.5 6.0 6.0 32.5 6.8 14.5 31523 31129 15 18.1 4.0 4.0 26.1 6.6 14.1 28085 27616 16 15.7 2.0 2.0 19.7 6.5 13.7 23187 23632 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 2,574.9 2,526.4 1,931.3 K2 0.323 0.436 0.585 K3 -1.303 -0.769 -0.974
C-257 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 46. Resilient Modulus vs. Deviator Stress in Caldwell, TX Subgrade Rep 1 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 47. Bulk stress vs. Resilient Modulus in Caldwell,TX Subgrade â Rep 1 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 48. Predicted vs Measured Resilient Modulus in Caldwell, TX SubgradeâRep 1
C-258 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 49. Resilient Modulus vs. Deviator Stress in Caldwell, TX Subgrade â Rep 2 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) c Figure 50. Bulk stress vs. Resilient Modulus in Caldwell, TX Subgrade â Rep 2 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 51. Predicted vs Measured Resilient Modulus Caldwell, TX SubgradeâRep 2
C-259 Deviator Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 52. Resilient Modulus vs. Deviator Stress in Caldwell, TX Subgrade â Rep 3 Bulk Stress vs Resilient M odulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 53. Bulk stress vs. Resilient Modulus in Caldwell, TX Subgrade â Rep 3 0 5000 10000 15000 20000 25000 30000 35000 40000 0 5000 10000 15000 20000 25000 30000 35000 40000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 54. Predicted vs Measured Resilient Modulus Caldwell, TX Subgradeâ Rep3
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-260 PART A TESTING HMA MATERIAL TEST DATA
C-261 TH23, MN HMA SECTIONS MALL A B C 5 4 3 2 1 x x x x x x x x x x x x x x x 5 4 3 2 1 x x x x x x x x x x x x x x x 5 4 3 2 1 x x x x x x x x x x x x x x x South Bound (OLD) M ed ia n E XI S TI N G T H 2 3 R O AD W A Y (U S E D A S S O U TH B O U N D L AN E S ) I III IV II AC Section (Typ.)Section 1 to 3Tested 1 day after paving Section 4 Tested on day of paving North Bound (NEW PAVING) 7978+94.77977+84.04 3 2 1 Section 7939+99.77931+96.0 7937+97.47929+93.4 7924+99.87917+07.0 End Station Start Station Low Asphalt Content
C-262 Table 106. Test point station information Lot Sublot GPS station GPS Offset A B C South - I 1 7917+07.0 2.6RT 6.0RT 9.6RT South - I 2 7919+05.2 2.6RT 6.0RT 9.4RT South - I 3 7921+03.3 2.7RT 6.2RT 9.7RT South - I 4 7923+01.3 2.3RT 5.8RT 9.4RT South - I 5 7924+99.8 2.5RT 6.0RT 9.5RT Northeast - II 1 7929+93.4 2.5RT 5.8RT 8.7RT Northeast - II 2 7931+95.7 2.4RT 5.7RT 8.7RT Northeast - II 3 7933+96.4 2.3RT 5.6RT 8.6RT Northeast - II 4 7935+97.3 2.6RT 5.8RT 8.8RT Northeast - II 5 7937+97.4 2.6RT 5.7RT 8.7RT Northwest - III 1 7931+96.0 12.3LT 8.1LT 3.5LT Northwest - III 2 7933+97.0 12.7LT 8.2LT 3.7LT Northwest - III 3 7935+97.4 12.3LT 7.9LT 3.3LT Northwest - III 4 7937+98.0 12.6LT 8.2LT 3.7LT Northwest - III 5 7939+99.7 12.6LT 8.2LT 3.7LT North - IV(new) 1 7977+84.0 9.97LT 7.3LT 3.6LT North - IV(new) 2 7978+12.2 10.0LT 7.1LT 3.9LT North - IV(new) 3 7978+40.1 9.8LT 6.3LT 3.6LT North - IV(new) 4 7978+67.0 9.3LT 6.8LT 4.0LT North - IV(new) 5 7978+94.7 8.6LT 5.7LT 3.1LT
C-263 Table 107. Calibrated Thickness measured by GPR onTH-23, MN, inch Note: Repeatability data is not available for GPR Testing in this section Lot # Sublot A B C Average Lot Average 1 1 2.08 2.09 1.85 2.01 2 1.77 1.77 1.82 1.79 3 2.11 2.27 2.10 2.16 4 1.98 2.18 1.70 1.95 5 1.82 1.72 1.60 1.71 1.92 2 1 2.24 2.19 2.08 2.17 2 2.30 2.02 1.69 2.00 3 2.39 2.38 2.23 2.33 4 2.33 2.29 2.32 2.31 5 2.18 2.30 2.33 2.27 2.22 1 2.52 2.39 2.34 2.42 2 2.32 2.28 2.28 2.29 3 2.16 2.13 2.25 2.18 4 2.22 2.08 2.10 2.13 2.26 5 1.92 1.97 2.00 4 1 No Data No Data No Data 2 No Data No Data No Data 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data Average lot 1 by row 1.95 2.01 1.81 Average lot 2 by row 2.29 2.24 2.13 Average lot 3 by row 2.23 2.17 2.20 Average lot 4 by row No Data No Data No Data Average project by row 2.15 2.14 2.05 Average project 2.11
C-264 Table 108. Dielectric measured by GPR in TH-23, MN Note: Test repetitions were not performed at individual points Lot # Sublot A B C Average Lot Average 1 1 6.67 6.22 7.01 6.64 2 6.68 6.32 6.55 6.52 3 6.61 6.21 6.87 6.56 4 6.53 6.19 6.85 6.52 5 6.45 6.10 6.67 6.41 6.53 2 1 5.93 6.18 6.75 6.29 2 5.93 6.23 6.75 6.31 3 5.85 6.18 6.71 6.25 4 5.93 6.31 6.79 6.34 5 5.96 6.23 6.59 6.26 6.29 1 6.13 6.09 6.33 6.18 2 6.18 6.23 6.04 6.15 3 6.08 6.26 6.18 6.17 4 6.11 6.34 6.24 6.23 5 6.14 6.17 6.09 6.13 6.17 4 1 No Data No Data No Data 2 No Data No Data No Data 3 No Data No Data No Data 4 No Data No Data No Data 5 No Data No Data No Data Average lot 1 by row 6.59 6.21 6.79 Average lot 2 by row 5.92 6.23 6.72 Average lot 3 by row 6.13 6.22 6.17 Average lot 4 by row No Data No Data No Data Average project by row 6.21 6.22 6.56 Average project 6.33
C-265 Table 109. Density measured by Pavetracker â Non-nuclear Gage on TH-23, MN, pcf Note: Test repetitions are shown in Table 110 Lot # Sublot A B C Average Lot Average 1 1 133.0 133.5 133.4 133.3 2 132.7 131.6 131.9 132.1 3 132.9 132.1 133.2 132.7 4 132.9 133.4 135.0 133.8 5 131.7 132.3 129.8 131.3 132.6 2 1 130.9 132.1 131.4 131.5 2 130.1 130.2 130.6 130.3 3 128.4 131.8 131.6 130.6 4 130.5 132.4 130.6 131.2 5 131.2 131.5 130.7 131.1 130.9 1 131.2 131.9 132.8 132.0 2 130.3 131.5 131.5 131.1 3 130.4 131.2 131.9 131.2 4 130.7 132.5 133.8 132.3 5 130.6 131.9 132.1 131.5 131.6 4 1 132.1 132.3 131.5 132.0 2 131.3 133.2 132.5 132.3 3 130.5 132.5 132.4 131.8 4 132.1 130.6 133.2 132.0 5 132.2 131.9 129.7 131.3 131.9 Average lot 1 by row 132.6 132.6 132.7 Average lot 2 by row 130.2 131.6 131.0 Average lot 3 by row 130.6 131.8 132.4 Average lot 4 by row 131.6 132.1 131.9 Average project by row 131.3 132.0 132.0 Average project 131.8
C-266 Table 110. Repeatability in Density measured by Pavetracker on TH-23, MN, pcf Note: Summary of results is shown in Table 109 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point 1 1 A 133.4 132 133.6 133.0 0.87 1 1 B 132.5 133.6 134.3 133.5 0.91 1 1 C 134.3 132.4 133.5 133.4 0.95 1 2 A 133.4 131 133.7 132.7 1.48 1 2 B 131.4 132 131.5 131.6 0.32 1 2 C 133.4 130.3 131.9 131.9 1.55 1 3 A 132 133.6 133.1 132.9 0.82 1 3 B 130.7 133 132.6 132.1 1.23 1 3 C 133 134.6 132 133.2 1.31 1 4 A 133.5 132.6 132.6 132.9 0.52 1 4 B 134.2 134.3 131.8 133.4 1.42 1 4 C 134.2 136.2 134.5 135.0 1.08 1 5 A 132.3 132.1 130.6 131.7 0.93 1 5 B 132 132.7 132.1 132.3 0.38 1 5 C 129.7 130.8 129 129.8 0.91 2 1 A 130.4 130.4 131.9 130.9 0.87 2 1 B 133 132.1 131.2 132.1 0.90 2 1 C 130.8 132.6 130.8 131.4 1.04 2 2 A 129.7 130 130.7 130.1 0.51 2 2 B 130.3 129.3 131 130.2 0.85 2 2 C 130.5 130.3 130.9 130.6 0.31 2 3 A 128.4 127.1 129.6 128.4 1.25 2 3 B 130.9 132.2 132.4 131.8 0.81 2 3 C 131.4 131.8 131.7 131.6 0.21 2 4 A 130.4 130.5 130.7 130.5 0.15 2 4 B 132.3 131.4 133.4 132.4 1.00 2 4 C 130.8 130 130.9 130.6 0.49 2 5 A 131.2 132 130.4 131.2 0.80 2 5 B 131.4 131.9 131.2 131.5 0.36 2 5 C 131.1 130.5 130.5 130.7 0.35 3 1 A 130 131.4 132.3 131.2 1.16
C-267 3 1 B 132.5 131.4 131.8 131.9 0.56 3 1 C 134.2 131.6 132.6 132.8 1.31 3 2 A 130.3 130.7 129.9 130.3 0.40 3 2 B 131.4 131.5 131.5 131.5 0.06 3 2 C 129.3 131.9 133.3 131.5 2.03 3 3 A 130.8 130.1 130.2 130.4 0.38 3 3 B 130.9 131.8 130.9 131.2 0.52 3 3 C 132.5 131.1 132.2 131.9 0.74 3 4 A 130.9 130.9 130.3 130.7 0.35 3 4 B 131.6 131.7 134.1 132.5 1.42 3 4 C 133.8 134.2 133.4 133.8 0.40 3 5 A 131.4 130.5 130 130.6 0.71 3 5 B 133.3 130.8 131.5 131.9 1.29 3 5 C 131.5 132 132.7 132.1 0.60 4 1 A 133.2 132.6 130.5 132.1 1.42 4 1 B 132.7 132.1 132.2 132.3 0.32 4 1 C 133.1 130.5 130.8 131.5 1.42 4 2 A 132.1 130.8 131.1 131.3 0.68 4 2 B 132.8 133 133.7 133.2 0.47 4 2 C 131.6 132.6 133.3 132.5 0.85 4 3 A 130.6 129.9 130.9 130.5 0.51 4 3 B 131.6 133.1 132.8 132.5 0.79 4 3 C 132.5 133.1 131.7 132.4 0.70 4 4 A 131.7 132.5 132.1 132.1 0.40 4 4 B 129.3 130 132.6 130.6 1.74 4 4 C 133.4 133.3 132.8 133.2 0.32 4 5 A 132.4 133.5 130.8 132.2 1.36 4 5 B 131.2 131.9 132.5 131.9 0.65 4 5 C 130.2 129.1 129.9 129.7 0.57
C-268 Table 111. Density measured by PQI â Non-nuclear Gage on TH-23, MN, pcf Note: Test repetitions were not recorded, but were averaged internally by the device Lot # Sublot A B C Average Lot Average 1 1 148.0 148.1 146.2 147.4 2 147.6 147.8 147.5 147.6 3 147.4 146.0 146.2 146.5 4 149.3 146.5 147.2 147.7 5 148.5 149.8 148.1 148.8 147.6 2 1 146.9 147.8 145.5 146.7 2 145.6 146.1 145.7 145.8 3 145.1 145.2 145.9 145.4 4 146.8 145.2 144.3 145.4 5 146.4 145.2 144.1 145.2 145.7 1 146.7 146.1 147.1 146.6 2 143.8 144.3 146.5 144.9 3 145.5 145.3 144.9 145.2 4 145.6 145.1 145.7 145.5 5 146.0 145.8 145.5 145.8 145.6 4 1 144.2 144.4 142.7 143.8 2 144.1 145.7 144.2 144.7 3 143.6 145.5 144.7 144.6 4 143.4 144.1 143.8 143.8 5 141.7 143.9 142.5 142.7 143.9 Average lot 1 by row 148.2 147.6 147.0 Average lot 2 by row 146.2 145.9 145.1 Average lot 3 by row 145.5 145.3 145.9 Average lot 4 by row 143.4 144.7 143.6 Average project by row 145.8 145.9 145.4 Average project 145.7
C-269 Table 112. Modulus measured by PSPA on TH-23, MN, ksi Lot # Sublot A B C Average Lot Average 1 1 489 514 535 513 2 479 480 443 467 3 497 507 448 484 4 453 510 520 494 5 460 516 463 480 488 2 1 435 443 482 453 2 400 435 497 444 3 449 408 435 430 4 472 513 468 484 5 517 437 425 460 454 1 488 504 495 496 2 458 489 424 457 3 473 459 469 467 4 476 550 532 519 5 510 510 548 523 492 4 1 489 503 524 505 2 450 489 492 477 3 484 504 567 519 4 456 504 524 495 5 484 522 500 502 499 Average lot 1 by row 476 506 482 Average lot 2 by row 454 447 461 Average lot 3 by row 481 502 494 Average lot 4 by row 473 504 521 Average project by row 471 490 490 Average project 483
C-270 Table 113. Repeatability in Modulus measured by PSPA on TH-23, MN, ksf Note: Summary of results is shown in Table 112 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average at point Std deviation at point 1 1 A 450 503 515 489 34 1 1 B 503 485 555 514 36 1 1 C 517 617 471 535 75 1 2 A 474 497 465 479 17 1 2 B 535 465 441 480 49 1 2 C 439 468 424 443 22 1 3 A 570 430 491 497 70 1 3 B 503 485 532 507 24 1 3 C 453 447 444 448 4 1 4 A 493 402 465 453 47 1 4 B 524 555 450 510 54 1 4 C 513 517 528 520 8 1 5 A 485 471 423 460 33 1 5 B 507 501 542 516 22 1 5 C 452 469 469 463 10 2 1 A 420 472 412 435 32 2 1 B 446 429 455 443 13 2 1 C 540 449 457 482 51 2 2 A 364 446 390 400 42 2 2 B 406 423 475 435 36 2 2 C 549 566 376 497 105 2 3 A 383 389 575 449 109 2 3 B 390 408 425 408 17 2 3 C 376 494 434 435 59 2 4 A 469 431 515 472 42 2 4 B 492 503 543 513 27 2 4 C 500 446 457 468 29 2 5 A 486 556 509 517 36 2 5 B 439 421 452 437 16 2 5 C 425 412 438 425 13 3 1 A 516 517 432 488 49
C-271 3 1 B 550 454 507 504 48 3 1 C 515 505 466 495 26 3 2 A 507 424 444 458 44 3 2 B 446 540 480 489 47 3 2 C 432 427 412 424 10 3 3 A 426 540 454 473 59 3 3 B 450 451 477 459 15 3 3 C 484 456 465 469 14 3 4 A 466 469 492 476 14 3 4 B 535 530 584 550 30 3 4 C 533 575 489 532 43 3 5 A 515 485 530 510 23 3 5 B 484 553 494 510 37 3 5 C 647 471 525 548 90 4 1 A 492 527 448 489 40 4 1 B 520 484 504 503 18 4 1 C 592 542 437 524 79 4 2 A 416 480 454 450 32 4 2 B 465 547 454 489 51 4 2 C 512 527 438 492 48 4 3 A 498 467 487 484 15 4 3 B 509 509 495 504 8 4 3 C 581 563 557 567 13 4 4 A 454 434 481 456 23 4 4 B 517 488 508 504 15 4 4 C 563 522 486 524 38 4 5 A 498 457 498 484 24 4 5 B 502 498 565 522 38 4 5 C 520 498 481 500 20
C-272 Table 114. Dynamic Modulus Test results for TH-23, MN, HMA, psi Temperature,°F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 14 1 10,559,675 0,589,254 10,171,630 8,967,668 8,695,672 6,864,817 3 11,123,813 10,681,196 10,276,205 9,075,958 8,521,134 6,974,867 4 8,610,348 8,242,807 7,675,660 6,676,098 5,232,621 5,025,535 Average 10,097,945 9,837,752 9,374,499 8,239,908 7,483,142 6,288,406 40 1 6,355,097 5,695,992 5,266,064 4,061,422 3,612,232 2,481,663 3 7,207,175 6,355,583 5,665,391 4,334,882 3,679,686 2,390,404 4 5,941,348 5,179,542 4,880,206 3,671,705 3,478,291 2,248,990 Average 6,501,207 5,743,706 5,270,554 4,022,670 3,590,070 2,373,686 70 1 2,831,602 2,258,411 1,931,969 1,175,306 892,087 514,564 3 2,990,658 2,406,219 2,012,065 1,219,222 974,587 595,768 4 1,097,308 879,514 726,809 512,669 432,691 320,193 Average 2,306,523 1,848,048 1,556,947 969,066 766,455 476,842 100 1 1,082,699 786,794 658,849 426,958 345,945 247,008 3 875,334 645,458 536,582 339,268 286,991 201,575 4 1,097,308 879,514 726,809 512,669 432,691 320,193 Average 1,018,447 770,589 640,747 426,298 355,209 256,259 130 1 445,101 345,442 319,410 249,098 227,026 200,882 3 334,450 244,490 224,612 162,838 128,984 22,565 4 555,538 397,575 434,572 353,668 338,445 311,703 Average 445,030 329,169 326,198 255,201 231,485 178,383
C-273 Table 115. Repeated load Test results for TH-23, MN, HMA, psi Replicate Repeated Load @ 136 deg F Flow time, cycles Applied stress, psi Maximum LVDT slope Minimum LVDT slope 1 452 68.7 2 100 33.7 3 176 52 Average 51.5 N/A N/A CV, % 34.01 NOTE: Samples failed quickly and did not reach secondary flow.
C-274 US-280, AL HMA SECTIONS (TESTED IN OCTOBER 2004) O O Joint 1-2 Joint 1-4 A B C Seg 1-1 1874+72 Passing lane joint Shoulder East bound lane Legend ⧠Test point Joint O Segregation ⧠⧠⧠1 ⧠⧠⧠2 ⧠⧠⧠3 ⧠⧠⧠4 ⧠⧠⧠5 O O 1874+00 1874+40 1874+80 1875+20 1875+60 Seg 1-2 1875+20 AC 1 â US-280 â AC Segment (3 days after paving) O O Joint 2-1 Joint 2-5 A B C Seg 2-1 1878+78 Passing lane joint Shoulder East bound lane Legend ⧠Test point Joint O Segregation ⧠⧠⧠1 ⧠⧠⧠2 ⧠⧠⧠3 ⧠⧠⧠4 ⧠⧠⧠5 O O 1878+00 1878+40 1878+80 1879+20 1879+60 Seg 2-3 1879+48 AC 2 â US-280 â AC Segment (3 days after paving) O O Seg 2-1 1878+21 Joint 2-3 Joint 3-2 Joint 3-3 A B C Passing lane joint Shoulder East bound lane Legend ⧠Test point Joint ⧠⧠⧠1 ⧠⧠⧠2 ⧠⧠⧠3 ⧠⧠⧠4 ⧠⧠⧠5 1893+00 1893+40 1893+80 1894+20 1894+60 AC 3 â US-280 â AC Segment (just paved) Joint 3-1
C-275 Table 116. Test point station information Lot Sublot Point Station Offset* AC 1 1 A 1874+00 Left* AC 1 1 B 1874+00 Center AC 1 1 C 1874+00 Right AC1 2 A 1874+40 Left AC1 2 B 1874+40 Center AC1 2 C 1874+40 Right AC1 2 Joint 1-2 1874+41 Left joint AC1 seg 1-1 A 1874+72 Left AC1 seg 1-1 C 1874+72 Right AC1 3 A 1874+80 Left AC1 3 B 1874+80 Center* AC1 3 C 1874+80 Right AC1 4, seg 1-2 A 1875+20 Left AC1 4, seg 1-2 B 1875+20 Center AC1 4, seg 1-2 C 1875+20 Right AC1 4 Joint 1-4 1875+20 Left joint AC1 5 A 1875+60 Left AC1 5 B 1875+60 Center AC1 5 C 1875+60 Right AC2 1 A 1878+00 Left AC2 1 B 1878+00 Center AC2 1 C 1878+00 Right* AC2 1 Joint 2-1 1878+00 Left joint AC2 seg 2-1 A 1878+21 Left AC2 seg 2-1 C 1878+21 Right AC2 2 A 1878+40 Left AC2 2 B 1878+40 Center AC2 2 C 1878+40 Right AC2 seg 2-2 A 1878+78 Left* AC2 seg 2-2 C 1878+78 Right AC2 3 A 1878+80 Left AC2 3 B 1878+80 Center*
C-276 Lot Sublot Point Station Offset* AC2 3 C 1878+80 Right AC2 3 Joint 2-3 1878+80 Left joint AC2 4 A 1879+20 Left AC2 4 B 1879+20 Center AC2 4 C 1879+20 Right AC2 seg 2-2 A 1879+60 Left AC2 seg 2-2 C 1879+60 Right* AC2 5 A 1879+60 Left* AC2 5 B 1879+60 Center AC2 5 C 1879+60 Right AC2 5 Joint 2-5 1879+60 Left joint AC3 1 A 1893+00 Left AC3 1 B 1893+00 Center* AC3 1 C 1893+00 Right AC3 1 Joint 3-1 1893+00 Left joint AC3 2 A 1893+40 Left AC3 2 B 1893+40 Center AC3 2 C 1893+40 Right AC3 2 Joint 3-2 1893+40 Left joint AC3 3 A 1893+80 Left* AC3 3 B 1893+80 Center AC3 3 C 1893+80 Right AC3 3 Joint 3-3 1893+80 Left joint AC3 4 A 1894+20 Left AC3 4 B 1894+20 Center AC3 4 C 1894+20 Right AC3 5 A 1894+60 Left AC3 5 B 1894+60 Center AC3 5 C 1894+60 Right* * Core location
C-277 Table 117. Calibrated Thickness measured by GPR onUS-280, AL, inch Note: Repeatability in measurements is shown in Table 119 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 3.85 3.99 4.64 4.16 2 3.76 4.03 4.47 2.69 3.74 3 3.32 3.64 4.10 3.69 5 3.00 3.46 3.97 3.48 3.76 AC2 1 2.51 2.42 2.62 2.85 2.60 2 2.75 2.63 2.70 2.69 3 2.53 2.40 2.66 2.88 2.62 4 2.89 2.61 2.83 2.78 5 2.90 2.54 2.72 3.10 2.82 2.70 AC3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data 5 No Data No Data No Data No Data Se gr eg at ed seg 1-1 3.19 3.63 3.41 4, seg 1-2 3.01 3.47 3.61 2.30 3.10 seg 2-1 2.32 2.49 2.40 seg 2-2 2.42 2.47 2.45 seg 2-3 2.50 1.97 2.24 2.78 Average lot 1 by row 3.48 3.78 4.29 2.69 Average lot 2 by row 2.72 2.52 2.71 2.94 Average lot 3 by row No Data No Data No Data No Data Average lot 4 by row 2.69 3.47 2.83 2.30 Average by row 2.93 3.12 3.21 2.77 Average project 3.04
C-278 Table 118. Percent Air voids measured by GPR in US-280, AL Note: Repeatability in measurements is shown in Table 119 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 6.32 6.41 6.44 6.39 2 7.43 6.26 6.67 6.30 6.66 3 7.02 6.59 8.67 7.43 5 7.31 7.62 7.31 7.41 6.95 1 7.11 6.04 7.04 7.83 7.01 2 7.37 6.17 5.34 6.29 AC2 3 7.59 7.74 7.38 8.17 7.72 4 6.40 6.63 7.00 6.68 5 7.13 6.38 6.85 8.56 7.23 7.03 AC3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data 5 No Data No Data No Data No Data Se gr eg at ed seg 1-1 7.72 7.68 7.70 4, seg 1-2 7.11 7.11 6.71 7.65 7.14 seg 2-1 6.58 6.24 6.41 seg 2-2 8.20 7.74 7.97 seg 2-3 7.94 6.81 7.37 7.30 Average lot 1 by row 7.02 6.72 7.27 6.30 Average lot 2 by row 7.12 6.59 6.72 8.19 Average lot 3 by row No Data No Data No Data No Data Average lot 4 by row 7.51 7.11 7.04 7.65 Average by row 7.23 6.69 6.99 7.70 Average project 7.08
C-279 Table 119. Repeatability measurements for Percent Air voids and Thickness measured by GPR on US-280, AL Note: Summary of results are shown in Table 117 and Table 118 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent AC 1 1 A 4.05 3.65 3.85 0.28 7.81 4.84 6.32 2.10 AC 1 1 B 3.95 4.02 3.99 0.05 5.69 7.13 6.41 1.02 AC 1 1 C 4.64 4.64 4.64 0.00 6.44 6.44 6.44 0.00 AC1 2 A 3.87 3.65 3.76 0.16 8.83 6.03 7.43 1.98 AC1 2 B 4.06 3.99 4.03 0.05 5.94 6.58 6.26 0.46 AC1 2 C 4.47 4.47 4.47 0.00 6.67 6.67 6.67 0.00 AC1 2 Joint 1-2 x 2.69 2.69 x x 6.30 6.30 x AC1 seg 1-1 A 3.06 3.31 3.19 0.18 8.54 6.90 7.72 1.16 AC1 seg 1-1 C 3.63 3.63 3.63 0.00 7.68 7.68 7.68 0.00 AC1 3 A 3.41 3.23 3.32 0.13 7.71 6.33 7.02 0.98 AC1 3 B 3.56 3.72 3.64 0.11 6.15 7.02 6.59 0.62 AC1 3 C 4.10 4.10 4.10 0.00 8.67 8.67 8.67 0.00 AC1 4, seg 1-2 A 2.90 3.13 3.01 0.16 7.68 6.53 7.11 0.81 AC1 4, seg 1-2 B 3.56 3.37 3.47 0.14 7.66 6.55 7.11 0.78 AC1 4, seg 1-2 C 3.61 3.61 3.61 0.00 6.71 6.71 6.71 0.00 AC1 4 Joint 1-4 x 2.30 2.30 x x 7.65 7.65 x AC1 5 A 2.96 3.05 3.00 0.06 8.06 6.56 7.31 1.06 AC1 5 B 3.46 3.47 3.46 0.01 7.05 8.18 7.62 0.80 AC1 5 C 3.97 3.97 3.97 0.00 7.31 7.31 7.31 0.00 AC2 1 A 2.48 2.54 2.51 0.04 6.90 7.33 7.11 0.30
C-280 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent AC2 1 B 2.44 2.41 2.42 0.02 6.28 5.79 6.04 0.35 AC2 1 C 2.62 2.62 2.62 0.00 6.84 7.24 7.04 0.28 AC2 1 Joint 2-1 2.85 x 2.85 x 7.83 x 7.83 x AC2 seg 2-1 A 2.31 2.33 2.32 0.02 6.60 6.56 6.58 0.03 AC2 seg 2-1 C 2.53 2.44 2.49 0.06 6.08 6.40 6.24 0.23 AC2 2 A 2.70 2.80 2.75 0.07 7.79 6.94 7.37 0.60 AC2 2 B 2.68 2.58 2.63 0.07 6.59 5.75 6.17 0.60 AC2 2 C 2.70 2.70 2.70 0.00 5.49 5.18 5.34 0.22 AC2 seg 2-2 A 2.38 2.47 2.42 0.06 7.58 8.81 8.20 0.87 AC2 seg 2-2 C 2.48 2.47 2.47 0.01 7.48 8.01 7.74 0.37 AC2 3 A 2.50 2.56 2.53 0.04 7.30 7.89 7.59 0.42 AC2 3 B 2.34 2.47 2.40 0.09 7.17 8.31 7.74 0.81 AC2 3 C 2.66 2.66 2.66 0.00 7.62 7.14 7.38 0.34 AC2 3 Joint 2-3 2.88 x 2.88 x 8.17 x 8.17 x AC2 4 A 2.89 2.89 2.89 0.00 6.58 6.23 6.40 0.24 AC2 4 B 2.60 2.63 2.61 0.02 6.90 6.36 6.63 0.38 AC2 4 C 2.85 2.81 2.83 0.03 7.59 6.41 7.00 0.84 AC2 seg 2-3 A 2.47 2.53 2.50 0.05 7.80 8.08 7.94 0.20 AC2 seg 2-3 C 2.35 1.60 1.97 0.53 6.58 7.04 6.81 0.32 AC2 5 A 2.88 2.92 2.90 0.03 6.97 7.29 7.13 0.23 AC2 5 B 2.55 2.53 2.54 0.02 6.38 6.38 6.38 0.00 AC2 5 C 2.79 2.66 2.72 0.09 6.36 7.35 6.85 0.69 AC2 5 Joint 2-5 3.10 x 3.10 x 8.56 x 8.56 x
C-281 Table 120. Density measured by Pavetracker â Non-nuclear Gage on US-280, AL, pcf Note: Test repetitions are shown in Table 121 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 130.3 131.6 128.1 130.0 2 124.2 133.9 130.2 128.4 129.2 3 129.0 131.7 128.5 129.7 5 122.7 128.8 128.1 126.5 128.9 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data AC2 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data 5 No Data No Data No Data No Data AC3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data 5 No Data No Data No Data No Data Se gr eg at ed seg 1-1 126.1 117.7 121.9 4, seg 1-2 129.9 131.9 126.6 124.6 128.2 seg 2-1 No Data No Data No Data No Data seg 2-2 No Data No Data No Data No Data seg 2-3 No Data No Data No Data No Data 126.1 Average lot 1 by row 126.5 131.5 128.7 128.4 Average lot 2 by row No Data No Data No Data No Data Average lot 3 by row No Data No Data No Data No Data Average lot 4 by row 128.0 131.9 122.1 124.6 Average by row 127.0 131.6 126.5 126.5 Average project 128.0
C-282 Table 121. Repeatability in Density measured by Pavetracker on US-280, AL, pcf Note: Summary of results is shown in Table 120 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev AC 1 1 A 131.6 130.7 130.9 128.1 130.3 1.5 AC 1 1 B 132.5 130.3 130.1 133.6 131.6 1.7 AC 1 1 C 129.4 127.0 128.0 127.9 128.1 1.0 AC1 2 A 128.5 125.3 119.7 123.2 124.2 3.7 AC1 2 B 135.7 134.7 132.1 132.9 133.9 1.6 AC1 2 C 130.3 129.2 129.5 131.7 130.2 1.1 AC1 2 Joint 1-2 129.8 127.8 129.8 126.3 128.4 1.7 AC1 seg 1-1 A 124.8 124.2 131.7 123.5 126.1 3.8 AC1 seg 1-1 C 120.0 118.6 113.3 118.7 117.7 3.0 AC1 3 A 130.8 129.4 127.7 128.1 129.0 1.4 AC1 3 B 133.3 129.9 131.8 131.9 131.7 1.4 AC1 3 C 125.0 131.0 128.9 129.1 128.5 2.5 AC1 4, seg 1-2 A 130.6 131.1 125.5 132.2 129.9 3.0 AC1 4, seg 1-2 B 129.4 132.3 134.1 131.8 131.9 1.9 AC1 4, seg 1-2 C 126.0 127.5 125.5 127.4 126.6 1.0 AC1 4 Joint 1-4 128.5 120.9 124.9 123.9 124.6 3.1 AC1 5 A 125.5 123.6 121.4 120.1 122.7 2.4
C-283 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev AC1 5 B 127.7 128.3 129.8 129.4 128.8 1.0 AC1 5 C 127.1 127.6 126.9 130.8 128.1 1.8
C-284 Table 122. Density measured by PQI â Non-nuclear Gage on US-280, AL, pcf Note: Test repetitions are shown in Table 126 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 147.8 148.2 144.9 146.2 146.8 2 148.0 148.7 146.1 150.1 148.2 3 148.3 148.0 145.4 147.2 5 149.2 151.1 146.5 148.9 147.7 1 155.0 154.1 150.2 149.5 152.2 2 155.0 156.6 152.4 154.7 AC2 3 156.1 153.1 144.6 151.5 151.3 4 155.3 159.1 149.4 154.6 5 No Data No Data No Data No Data 153.0 AC3 1 138.6 138.9 141.4 140.0 139.7 2 140.9 140.6 143.0 141.1 141.4 3 144.5 142.8 141.2 143.9 143.1 4 142.6 142.5 142.3 142.5 5 141.1 141.9 136.6 139.9 141.3 Se gr eg at ed seg 1-1 149.5 146.9 148.2 4, seg 1-2 148.6 152.1 148.5 147.8 149.3 seg 2-1 156.4 151.9 154.2 seg 2-2 147.1 143.7 145.4 seg 2-3 No Data No Data No Data No Data 149.2 Average lot 1 by row 148.3 149.0 145.7 148.2 Average lot 2 by row 155.4 155.7 149.1 150.5 Average lot 3 by row 141.5 141.4 140.9 141.7 Average lot 4 by row 150.4 152.1 147.7 147.8 Average by row 148.5 148.4 145.6 146.3 Average project 147.3
C-285 Table 123. Repeatability in Density measured by PQI on US-280, AL, pcf Note: Summary of results is shown in Table 125 Lot Sublot Point Density, pcf Comments Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev AC 1 1 A 149.7 150.1 143.7 147.2 148.4 147.8 2.6 Foggy, light rain previous day AC 1 1 B 148.7 147.1 150.2 147.3 147.7 148.2 1.3 AC 1 1 C 145.1 144.3 141.4 145.4 148.3 144.9 2.5 148.1 144.8 144.9 152.3 141.0 146.2 4.2 AC1 2 A 144.1 148.2 149.0 149.2 149.3 148.0 2.2 AC1 2 B 148.7 149.1 148.4 147.1 150.1 148.7 1.1 AC1 2 C 147.4 147.9 144.2 144.7 146.2 146.1 1.6 AC1 2 Joint 1-2 147.0 151.5 150.7 150.6 150.7 150.1 1.8 AC1 seg 1-1 A 144.3 150.7 150.8 151.6 149.9 149.5 2.9 AC1 seg 1-1 C 148.2 148.6 147.1 143.6 146.8 146.9 2.0 AC1 3 A 151.3 148.9 144.6 147.5 149.2 148.3 2.5 AC1 3 B 147.3 149.0 146.2 147.2 150.1 148.0 1.6 AC1 3 C 143.5 144.2 147.6 146.2 145.6 145.4 1.6 AC1 4, seg 1-2 A 143.9 142.8 153.9 150.3 152.2 148.6 5.0 AC1 4, seg 1-2 B 153.4 153.4 153.6 153.1 147.1 152.1 2.8 AC1 4, seg 1-2 C 149.8 149.0 147.0 146.3 150.3 148.5 1.8 AC1 4 Joint 1-4 150.7 146.5 146.9 147.0 148.0 147.8 1.7 AC1 5 A 152.1 147.8 147.5 149.5 149.3 149.2 1.8 AC1 5 B 151.3 150.5 147.9 152.6 153.2 151.1 2.1 AC1 5 C 147.4 147.4 145.1 148.2 144.3 146.5 1.7 AC2 1 A 155.2 152.7 155.7 157.1 154.3 155.0 1.6
C-286 Lot Sublot Point Density, pcf Comments Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev AC2 1 B 155.8 154.2 153.4 153.9 153.4 154.1 1.0 AC2 1 C 150.4 153.7 149.7 146.3 150.9 150.2 2.7 Surface wet shoulder core AC2 1 Joint 2-1 149.7 146.7 149.7 151.7 149.8 149.5 1.8 AC2 seg 2-1 A 154.9 158.1 156.6 158.2 154.4 156.4 1.8 AC2 seg 2-1 C 152.6 146.0 152.2 153.0 155.7 151.9 3.6 AC2 2 A 157.0 155.7 153.9 153.0 155.5 155.0 1.6 AC2 2 B 158.6 157.8 157.4 155.2 154.2 156.6 1.9 AC2 2 C 154.7 151.4 151.4 150.2 154.2 152.4 2.0 AC2 seg 2-2 A 139.1 156.4 145.9 147.7 146.3 147.1 6.2 Overcast, 81.7F AC2 seg 2-2 C 143.2 143.7 144.2 140.6 146.8 143.7 2.2 Showing corner aggregate AC2 3 A 155.9 155.1 156.3 156.7 156.4 156.1 0.6 AC2 3 B 148.0 158.6 151.2 153.2 154.5 153.1 3.9 AC2 3 C 141.5 148.3 147.1 136.8 149.5 144.6 5.3 AC2 3 Joint 2-3 148.5 153.5 153.8 147.9 153.8 151.5 3.0 Joint appears to be confined jt AC2 4 A 154.1 158.3 154.9 153.7 155.7 155.3 1.8 Sunny and partly cloudy, 89.8F AC2 4 B 160.5 158.4 157.4 159.7 159.4 159.1 1.2 AC2 4 C 150.8 150.3 148.7 150.1 146.9 149.4 1.6 AC2 seg 2-3 A No data No data No data No data No data No data No data AC2 seg 2-3 C No data No data No data No data No data No data No data AC2 5 A No data No data No data No data No data No data No data AC2 5 B No data No data No data No data No data No data No data AC2 5 C No data No data No data No data No data No data No data AC2 5 Joint 2-5 No data No data No data No data No data No data No data
C-287 Lot Sublot Point Density, pcf Comments Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev AC3 1 A 137.3 136.9 140.7 139.4 138.8 138.6 1.6 126.25F AC3 1 B 137.5 139.5 137.9 139.5 140.3 138.9 1.2 112.5F AC3 1 C 142.5 142.0 140.2 139.1 143.4 141.4 1.8 107.1F AC3 1 Joint 3-1 137.7 140.4 141.0 142.4 138.3 140.0 1.9 AC3 2 A 142.6 138.1 141.2 142.5 140.0 140.9 1.9 AC3 2 B 140.6 140.2 139.8 140.1 142.5 140.6 1.1 AC3 2 C 142.4 145.3 142.6 141.8 143.0 143.0 1.3 AC3 2 Joint 3-2 141.8 140.3 141.2 139.6 142.8 141.1 1.3 AC3 3 A 145.1 145.4 144.1 143.6 144.2 144.5 0.7 127 F AC3 3 B 142.9 143.1 142.0 142.0 144.0 142.8 0.8 AC3 3 C 143.2 141.3 138.9 139.1 143.5 141.2 2.2 AC3 3 Joint 3-3 144.1 140.9 147.3 147.8 139.6 143.9 3.7 AC3 4 A 141.2 142.7 145.0 142.2 141.8 142.6 1.5 Unconfined AC3 4 B 139.0 142.6 142.7 144.0 144.3 142.5 2.1 AC3 4 C 143.4 142.2 140.1 141.0 144.6 142.3 1.8 139 F, much segregation (only C) AC3 5 A 139.4 142.1 144.8 141.8 137.6 141.1 2.8 Unconfined AC3 5 B 141.5 144.5 141.7 139.6 142.0 141.9 1.8 AC3 5 C 137.4 139.2 134.9 135.7 135.7 136.6 1.7 Temp = 133F Other notes from testing Density slope=1.001; H20 offset -1.6; Density offset 0.01 Gage set for 19mm mix, 3" lift; After test point B changed mix type to13 mm mix
C-288 Table 124. FWD Modulus on US-280, AL, psi Lot Sublot A B C Joint Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA AC1 1 20,410 47,179 220,478 22,828 52,768 269,241 12,337 28,517 215,410 16,222 37,499 210,783 19,644 45,409 234,930 10,781 24,920 169,156 14,293 33,040 194,989 17,914 41,408 227,804 10,023 23,168 168,524 2 18,654 43,121 245,598 20,986 48,510 378,388 13,570 31,369 287,057 15,625 36,118 113,773 14,338 33,142 212,955 17,008 39,316 265,601 11,215 25,925 214,876 12,540 28,987 118,177 12,669 29,285 200,729 14,285 33,021 259,826 9,997 23,109 218,105 11,000 25,426 127,441 seg 1-1 20,196 46,684 192,755 15,301 35,368 96,484 17,074 39,467 176,084 14,475 33,461 99,223 15,611 36,087 185,291 14,166 32,745 109,608 3 24,475 56,576 171,731 27,491 63,548 216,386 16,448 38,021 193,003 21,595 49,919 167,891 23,974 55,417 199,364 14,757 34,113 179,101 20,853 48,203 167,225 22,064 51,002 198,035 14,219 32,869 178,834 4, seg 1-2 23,929 55,313 161,342 22,030 50,924 215,322 12,613 29,157 219,889 24,702 57,100 165,981 19,816 45,806 155,228 18,200 42,069 192,844 10,210 23,600 183,815 20,348 47,036 169,703 17,825 41,205 157,578 15,658 36,194 178,787 8,946 20,679 173,004 18,390 42,510 171,048 5 13,413 31,005 197,249 14,304 33,065 229,908 10,084 23,309 217,390 9,780 22,607 170,893 10,432 24,114 201,188 7,791 18,009 192,914 8,135 18,804 174,593 8,757 20,242 200,680 6,669 15,416 181,124 AC2 1 25,388 58,685 156,919 23,969 55,406 142,641 15,292 35,350 95,998 20,329 46,992 114,769 20,546 47,494 146,141 20,498 47,382 132,269 13,112 30,310 92,021 16,382 37,868 112,514 18,120 41,885 150,079 18,407 42,550 138,427 11,789 27,250 95,963 14,338 33,144 120,346
C-289 Lot Sublot A B C Joint Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA seg 2-1 25,244 58,353 150,669 11,204 25,898 92,039 20,956 48,442 148,496 9,567 22,115 87,532 18,457 42,664 151,275 8,842 20,440 90,139 2 31,267 72,277 135,586 32,903 76,058 155,761 17,202 39,764 110,778 28,095 64,943 132,088 30,466 70,424 142,156 14,645 33,853 110,945 26,798 61,947 140,359 29,318 67,771 143,022 13,920 32,177 123,536 seg 2-2 8,561 19,789 133,438 7,300 16,875 88,817 8,666 20,032 157,660 6,180 14,286 119,010 5,542 12,810 98,269 6,322 14,614 145,293 5,411 12,508 116,760 4,709 10,885 102,459 5,473 12,650 148,766 3 9,060 20,944 141,149 8,292 19,167 141,384 5,680 13,130 57,673 6,691 15,467 129,438 6,148 14,211 125,849 4,414 10,204 59,190 5,824 13,462 130,686 5,420 12,528 121,764 3,925 9,072 61,913 4 31,274 72,292 132,419 25,649 59,289 157,608 14,630 33,818 96,392 27,394 63,322 124,344 22,817 52,743 142,255 13,295 30,733 102,559 24,813 57,356 130,474 21,511 49,725 139,379 12,475 28,838 106,651 seg 2-3 22,794 52,690 151,338 10,623 24,556 89,047 17,356 40,120 120,916 8,493 19,631 91,930 14,862 34,354 115,189 7,541 17,431 85,896 5 19,263 44,528 144,725 17,709 40,937 158,321 10,859 25,102 105,356 18,558 42,898 119,152 14,783 34,172 135,001 13,900 32,131 150,460 9,585 22,157 116,042 14,618 33,790 115,754 12,701 29,360 137,712 12,154 28,094 151,535 8,466 19,570 116,112 12,401 28,666 126,258 AC3 1 8,826 20,402 70,549 8,826 20,402 74,133 7,718 17,842 64,778 10,514 24,304 146,564
C-290 Lot Sublot A B C Joint Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA Subgrade Base HMA 6,022 13,919 76,661 6,022 13,919 78,956 5,356 12,381 69,805 8,227 19,018 151,070 5,105 11,801 86,057 5,105 11,801 90,258 4,505 10,414 81,859 6,906 15,964 156,295 2 12,672 29,293 68,777 12,672 29,293 70,115 10,961 25,338 66,958 14,244 32,927 94,370 8,954 20,697 71,161 8,954 20,697 74,233 7,649 17,680 72,590 10,170 23,509 89,012 7,654 17,692 83,290 7,654 17,692 87,946 6,322 14,613 96,425 8,608 19,899 97,725 3 12,878 29,769 99,765 12,878 29,769 106,459 9,879 22,837 58,315 13,497 31,199 76,631 9,162 21,178 95,467 9,162 21,178 103,344 7,134 16,491 63,656 9,813 22,683 77,674 7,705 17,810 109,934 7,705 17,810 115,581 6,268 14,490 77,284 8,402 19,421 89,716 4 15,270 35,297 82,681 15,270 35,297 86,481 13,780 31,854 73,800 11,288 26,093 84,100 11,288 26,093 88,400 9,899 22,882 79,153 9,632 22,265 91,961 9,632 22,265 101,078 8,615 19,913 90,999 5 15,512 35,856 67,463 15,512 35,856 67,463 13,159 30,417 63,659 10,932 25,271 70,494 10,932 25,271 73,800 9,495 21,948 68,702 9,220 21,312 84,663 9,220 21,312 87,189 8,260 19,094 78,413
C-291 Table 125. Modulus measured by PSPA on US-280, AL, ksi Note: Repeatability data is presented in Table 126 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 542 464 500 502 2 503 601 538 396 509 3 481 600 489 523 5 462 506 422 463 500 1 464 412 413 383 418 2 470 481 408 453 AC2 3 456 418 327 325 382 4 476 431 360 423 5 463 419 361 362 402 413 AC3 1 142 173 177 167 165 2 176 189 179 213 189 3 175 185 185 226 193 4 145 204 187 178 5 187 174 212 191 183 Se gr eg at ed seg 1-1 374 290 332 4, seg 1-2 367 482 404 374 407 seg 2-1 390 300 345 seg 2-2 352 212 282 seg 2-3 377 233 305 346 Average lot 1 by row 497 543 487 396 Average lot 2 by row 466 432 374 357 Average lot 3 by row 165 185 188 202 Average lot 4 by row 372 482 288 374 Average by row 369 383 326 306 Average project 351
C-292 Table 126. Repeatability in Modulus measured by PSPA on US-280, AL, ksf Note: Summary of results is shown in Table 125 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev AC 1 1 A 518 530 580 542 32.8 AC 1 1 B 524 369 499 464 83.2 AC 1 1 C 462 505 533 500 35.9 AC1 2 A 465 457 586 503 72.1 AC1 2 B 530 611 663 601 67.1 AC1 2 C 539 552 524 538 14.0 AC1 2 Joint 1-2 390 446 350 396 48.2 AC1 seg 1-1 A 362 383 376 374 11.1 AC1 seg 1-1 C 257 302 312 290 29.2 AC1 3 A 452 490 502 481 25.8 AC1 3 B 545 657 598 600 55.8 AC1 3 C 449 511 505 489 34.1 AC1 4, seg 1-2 A 378 332 390 367 31.0 AC1 4, seg 1-2 B 477 432 536 482 52.1 AC1 4, seg 1-2 C 403 446 364 404 41.1 AC1 4 Joint 1-4 344 366 412 374 34.8 AC1 5 A 467 491 427 462 32.5 AC1 5 B 555 475 486 506 43.4 AC1 5 C 402 414 452 422 26.1 AC2 1 A 407 514 470 464 53.9 AC2 1 B 372 410 454 412 41.1 AC2 1 C 379 374 486 413 63.4 AC2 1 Joint 2-1 366 424 360 383 35.7 AC2 seg 2-1 A 405 390 374 390 15.6 AC2 seg 2-1 C 340 256 306 300 42.3 AC2 2 A 410 480 521 470 55.8 AC2 2 B 505 524 413 481 59.1 AC2 2 C 369 464 391 408 49.5 AC2 seg 2-2 A 331 376 350 352 22.2 AC2 seg 2-2 C 186 172 278 212 57.4
C-293 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev AC2 3 A 483 410 476 456 40.5 AC2 3 B 429 378 448 418 36.1 AC2 3 C 316 283 381 327 50.1 AC2 3 Joint 2-3 308 411 257 325 78.5 AC2 4 A 506 401 521 476 65.3 AC2 4 B 459 456 379 431 45.8 AC2 4 C 340 401 340 360 35.5 AC2 seg 2-3 A 404 390 336 377 35.8 AC2 seg 2-3 C 277 141 280 233 79.5 AC2 5 A 479 443 469 463 18.5 AC2 5 B 423 405 430 419 12.6 AC2 5 C 378 308 397 361 47.1 AC2 5 Joint 2-5 270 433 384 362 83.5 AC3 * 1 A 127 153 146 142 13.6 AC3 * 1 B 169 179 169 173 5.6 AC3 * 1 C 199 168 166 177 18.3 AC3 * 1 Joint 3-1 156 199 146 167 27.7 AC3 * 2 A 195 159 173 176 17.9 AC3 * 2 B 204 186 177 189 13.5 AC3 * 2 C 195 177 166 179 14.5 AC3 * 2 Joint 3-2 252 208 177 213 37.8 AC3 * 3 A 176 174 174 175 1.3 AC3 * 3 B 201 168 188 185 16.9 AC3 * 3 C 223 172 161 185 33.4 AC3 * 3 Joint 3-3 192 250 237 226 30.4 AC3 * 4 A 131 149 154 145 12.4 AC3 * 4 B 261 191 158 204 53.0 AC3 * 4 C 210 154 196 187 29.2 AC3 * 5 A 141 164 257 187 61.1 AC3 * 5 B 190 172 159 174 15.5 AC3 * 5 C 226 151 258 212 54.6 * Tested soon after paving on new section one day after testing AC1 and AC2 ** Note: Modulus determined based on HMA thickness of 3 inch
C-294 Table 127. Density measured by Nuclear Gauge on US-280, AL, pcf Note: Repeatability data is presented in Table 128 Lot Sublot A B C J Avera ge Averag e by lot AC1 1 148.0 153.1 145.9 149.0 2 150.9 157.5 150.8 145.4 151.1 3 151.9 156.4 148.6 152.3 5 148.3 153.0 149.0 150.1 150.7 1 155.8 151.6 151.2 149.3 151.9 2 156.8 154.0 151.6 154.1 AC2 3 154.4 147.0 135.6 144.4 145.4 4 156.0 154.0 147.6 152.5 5 156.2 154.7 147.2 147.6 151.4 150.8 AC3 1 149.8 144.8 148.4 146.3 147.3 2 152.3 152.6 154.0 151.2 152.5 3 158.7 155.2 150.3 156.5 155.1 4 153.7 154.5 153.2 153.8 5 152.3 153.3 142.8 149.4 151.6 Se gr eg at ed seg 1-1 146.0 141.4 143.7 4, seg 1-2 149.0 157.0 149.6 146.2 150.4 seg 2-1 148.4 143.7 146.1 seg 2-2 149.7 143.7 146.7 seg 2-3 148.8 129.3 139.0 146.0 Average lot 1 by row 497 543 487 396 Average lot 2 by row 466 432 374 357 Average lot 3 by row 165 185 188 202 Average lot 4 by row 372 482 288 374 Average by row 369 383 326 306 Average project 351
C-295 Table 128. Repeatability data for Density measured by Nuclear Gauge on US-280, AL, pcf Note: Summary of test results is presented in Table 127 Lot Sublot Point Trial 1 Trial 2 Average Stdev AC 1* 1 A 147.6 148.3 148.0 0.49 AC 1 1 B 152.4 153.7 153.1 0.92 AC 1 1 C 147.3 144.5 145.9 1.98 AC1 2 A 149.9 151.8 150.9 1.34 AC1 2 B 156.7 158.3 157.5 1.13 AC1 2 C 155.4 146.1 150.8 6.58 AC1 2 Joint 1-2 146.2 144.6 145.4 1.13 AC1 seg 1-1 A 146.4 145.6 146.0 0.57 AC1 seg 1-1 C 139.0 143.7 141.4 3.32 AC1 3 A 151.3 152.4 151.9 0.78 AC1* 3 B 157.3 155.5 156.4 1.27 AC1 3 C 148.2 148.9 148.6 0.49 AC1 4, seg 1-2 A 148.7 149.2 149.0 0.35 AC1 4, seg 1-2 B 157.1 156.8 157.0 0.21 AC1 4, seg 1-2 C 151.4 147.8 149.6 2.55 AC1 4 Joint 1-4 145.7 146.7 146.2 0.71 AC1 5 A 148.6 148.0 148.3 0.42 AC1 5 B 153.3 152.7 153.0 0.42 AC1 5 C 150.5 147.5 149.0 2.12 AC2 1 A 155.6 156.0 155.8 0.28 AC2 1 B 151.4 151.7 151.6 0.21 AC2* 1 C 149.4 152.9 151.2 2.47 AC2 1 Joint 2-1 147.0 151.5 149.3 3.18 AC2 seg 2-1 A 149.6 147.2 148.4 1.70 AC2 seg 2-1 C 139.7 147.7 143.7 5.66 AC2 2 A 157.1 156.4 156.8 0.49 AC2 2 B 152.2 155.7 154.0 2.47 AC2 2 C 152.5 150.6 151.6 1.34 AC2* seg 2-2 A 150.0 149.3 149.7 0.49 AC2 seg 2-2 C 139.7 147.7 143.7 5.66
C-296 Lot Sublot Point Trial 1 Trial 2 Average Stdev AC2 3 A 154.0 154.8 154.4 0.57 AC2* 3 B 145.9 148.1 147.0 1.56 AC2 3 C 134.2 137.0 135.6 1.98 AC2 3 Joint 2-3 145.6 143.2 144.4 1.70 AC2 4 A 155.3 156.7 156.0 0.99 AC2 4 B 154.8 153.1 154.0 1.20 AC2 4 C 146.2 149.0 147.6 1.98 AC2 seg 2-3 A 148.9 148.6 148.8 0.21 AC2* seg 2-3 C 130.6 128.0 129.3 1.84 AC2* 5 A 156.0 156.3 156.2 0.21 AC2 5 B 154.0 155.3 154.7 0.92 AC2 5 C 148.4 146.0 147.2 1.70 AC2 5 Joint 2-5 145.5 149.6 147.6 2.90 AC3 1 A 149.0 150.5 149.8 1.06 AC3* 1 B 145.9 143.7 144.8 1.56 AC3 1 C 151.2 145.6 148.4 3.96 AC3 1 Joint 3-1 147.3 145.3 146.3 1.41 AC3 2 A 153.7 150.9 152.3 1.98 AC3 2 B 154.5 150.6 152.6 2.76 AC3 2 C 155.0 153.0 154.0 1.41 AC3 2 Joint 3-2 150.4 151.9 151.2 1.06 AC3* 3 A 156.4 160.9 158.7 3.18 AC3 3 B 154.0 156.3 155.2 1.63 AC3 3 C 154.7 145.8 150.3 6.29 AC3 3 Joint 3-3 157.6 155.3 156.5 1.63 AC3 4 A 153.3 154.1 153.7 0.57 AC3 4 B 154.4 154.5 154.5 0.07 AC3 4 C 156.3 150.0 153.2 4.45 AC3 5 A 148.2 156.3 152.3 5.73 AC3 5 B 152.6 154.0 153.3 0.99 AC3* 5 C 144.7 140.8 142.8 2.76 * Core location
C-297 Table 129. Core height measurements on US-280, AL, inch Specimen, lot-sublot point Height Measurements 1 2 3 4 Average 1-1A 3.67 3.70 3.72 3.71 3.70 1-3B 3.91 3.89 3.91 3.97 3.92 2-5A 2.34 2.41 2.41 2.34 2.38 2-3B 2.02 1.99 2.01 2.05 2.02 2-1C 2.49 2.43 2.49 2.57 2.49 3-3A 3.13 3.39 3.54 3.53 3.40 3-1B 2.74 2.73 3.06 3.03 2.89 3-5C 2.95 2.87 2.96 2.90 2.92 2-SEG-2 2.47 2.38 2.35 2.35 2.39 2-SEG-3 2.44 2.45 2.39 2.14 2.36 Table 130. Air voids from cores on US-280, AL Specimen, lot-sublot point Dry Weight, gm Submerged Weight, gm SSD Weight, gm Bulk Specific Gravity Gmb Theor. Max Spec gravity, Gmm Percent Air Voids 1-1A 3947.4 2357.4 3962.2 2.460 2.595 5.2 1-3B 4139.6 2485.8 4176.2 2.449 2.595 5.6 2-5A 2466.7 1462.3 2475.8 2.434 2.595 6.2 2-3B 1947.7 1144.9 1971.4 2.357 2.595 9.2 2-1C 2554.1 1503.1 2576.1 2.380 2.595 8.3 2-SEG-2A (seg 2-1) 2426.7 1442.1 2452.9 2.401 2.595 7.5 2-SEG-3C (seg 2-2) 2090.5 1259.4 2141.0 2.371 2.595 8.6 3-3A 3681.0 2209.6 3689.4 2.487 2.595 4.1 3-1B 2803.7 1673.6 2848.5 2.386 2.595 8.0 3-5C 2972.7 1781.2 3015.2 2.409 2.595 7.2
C-298 Table 131. Dynamic Modulus Test results for US-280, AL, HMA, psi Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 14 1 13,009,380 11,924,665 11,139,959 9,635,259 7,409,783 7,022,192 3 6,375,896 5,540,466 5,060,779 3,869,095 2,280,320 2,194,288 4 9,425,734 8,966,325 8,380,664 7,369,893 6,020,622 5,762,810 Average 9,603,670 8,810,486 8,193,800 6,958,082 5,236,908 4,993,097 CV, % 34.57 36.26 37.15 41.75 50.66 50.16 40 1 4,865,976 4,245,618 3,897,675 3,050,351 2,791,658 1,948,051 3 6,274,929 5,549,240 5,194,577 4,104,199 3,797,716 2,666,990 4 7,113,378 6,149,527 5,851,215 4,636,901 4,545,273 3,273,767 Average 6,084,761 5,314,795 4,981,156 3,930,483 3,711,549 2,629,603 CV, % 18.66 18.31 19.96 20.54 23.71 25.24 70 1 2,281,738 1,765,079 1,504,751 1,040,928 835,337 546,458 3 2,711,620 2,286,282 2,017,255 1,402,998 1,156,730 855,111 4 3,142,792 2,516,690 2,197,275 1,546,222 1,294,956 883,390 Average 2,712,050 2,189,350 1,906,427 1,330,049 1,095,674 761,653 CV, % 15.87 17.59 18.85 19.58 21.52 24.54 100 1 827,113 651,153 513,820 339,058 276,406 189,701 3 1,466,890 1,142,896 982,989 689,435 576,676 426,914 4 1,307,978 1,050,057 860,544 582,136 484,894 334,130 Average 1,200,660 948,035 785,784 536,876 445,992 316,915 CV, % 27.74 27.56 30.97 33.44 34.50 37.72
C-299 Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 130 1 322,602 247,715 219,758 156,174 118,091 94,048 3 691,771 542,453 463,773 330,405 277,505 208,337 4 447,302 364,616 287,319 196,150 158,994 115,581 Average 487,225 384,928 323,617 227,576 184,863 139,322 CV, % 38.54 38.56 38.93 40.10 44.79 43.59 Table 132. Repeated load test results for US-280, AL, HMA, psi Replicate Repeated Load @ 147 deg F Flow time, cycles Applied stress, psi Maximum LVDT slope Minimum LVDT slope 1 10000 72.5 0.563 0.572 2 10000 74.8 0.180 0.179 3 Average 73.7 0.372 0.376 CV, % 2.21 72.90 74.01 NOTE: Sample 3 was damaged during testing.
C-300 I-85, AL HMA OVERLAY SECTIONS (TESTED IN OCTOBER 2004) Exit 22 Northbound lanes SB traffic Test lane M E D I A N OL3 OL2 OL1 P A V E R C B A 5 4 3 2 1 4â 8â 13.5â S ho ul de r SB c en te rli ne OL Section (Typ.) I-85 Southbound sections tested on October 27, 2004 S ho ul de r SB c en te rli ne S ho ul de r SB c en te rli ne
C-301 Table 133. Test point station information for I-85, AL HMA sections Lot Sublot Point Station Offset A B C OL1 1 A 72+00 R* C L OL1 2 A 71+00 R C L OL1 3 A 70+00 R C L OL1 4 A 69+00 R C* L OL1 5 A 68+00 R C L* OL2 1 A 64+00 R C L OL2 2 A 63+00 R C* L OL2 3 A 62+00 R C L* OL2 4 A 61+00 R* C L OL2 5 A 60+00 R C L OL3 1 A 56+00 R C L OL3 2 A 55+00 R C L* OL3 3 A 54+00 R C* L OL3 4 A 53+00 R C L OL3 5 A 52+00 R* C L * Core location
C-302 Table 134. Calibrated Thickness measured by GPR onI-85, AL, inch Note: Repeatability in measurements is shown in Table 136 Lot Sublot A B C Average Average by lot OL1 1 1.46 2.09 2.46 2.01 2 1.23 1.31 1.43 1.32 3 1.20 1.19 1.35 1.25 4 1.14 1.45 1.80 1.46 5 1.32 1.34 1.57 1.41 1.49 OL2 1 1.17 1.10 1.09 1.12 2 1.06 0.97 1.46 1.16 3 1.01 0.93 1.27 1.07 4 0.96 1.03 1.39 1.13 5 1.02 1.05 1.31 1.13 1.12 OL3 1 1.19 1.21 0.95 1.12 2 1.08 1.03 1.12 1.08 3 1.23 1.13 1.07 1.14 4 1.16 1.08 0.81 1.01 5 1.28 1.27 1.04 1.20 1.11 Average lot 1 by row 1.27 1.47 1.72 Average lot 2 by row 1.05 1.02 1.30 Average lot 3 by row 1.19 1.15 1.00 Average by row 1.17 1.21 1.34 Average project 1.24
C-303 Table 135. Percent Air voids measured by GPR in I-85, AL Note: Repeatability in measurements is shown in Table 136 Lot Sublot A B C Average Average by lot OL1 1 5.51 10.30 8.52 8.11 2 8.25 10.70 9.14 9.37 3 6.89 9.46 8.57 8.31 4 6.94 10.41 8.16 8.50 5 6.00 9.15 8.70 7.95 8.45 OL2 1 5.90 5.28 7.87 6.35 2 5.52 7.23 7.98 6.91 3 4.74 6.31 8.00 6.35 4 5.14 6.35 7.40 6.30 5 7.26 8.04 12.53 9.28 7.04 OL3 1 11.94 10.42 6.85 9.74 2 10.86 9.30 7.33 9.16 3 14.48 9.73 7.99 10.73 4 13.72 12.77 9.23 11.91 5 14.54 11.47 9.83 11.94 10.70 Average lot 1 by row 6.72 10.00 8.62 Average lot 2 by row 5.71 6.64 8.76 Average lot 3 by row 13.11 10.74 8.24 Average by row 8.51 9.13 8.54 Average project 8.73
C-304 Table 136. Repeatability measurements for Percent Air voids and Thickness measured by GPR on I-85, AL Note: Summary of results are shown in Table 134 and Table 135 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent OL1 1 A 1.46 1.45 1.46 0.00 5.05 5.97 5.51 0.46 OL1 1 B 2.03 2.16 2.09 0.07 9.18 11.42 10.30 1.12 OL1 1 C 2.48 2.45 2.46 0.01 7.23 9.81 8.52 1.29 OL1 2 A 1.16 1.30 1.23 0.07 5.00 11.51 8.25 3.26 OL1 2 B 1.27 1.34 1.31 0.04 11.07 10.34 10.70 0.37 OL1 2 C 1.39 1.47 1.43 0.04 9.22 9.07 9.14 0.07 OL1 3 A 1.20 1.20 1.20 0.00 5.97 7.80 6.89 0.91 OL1 3 B 1.19 1.19 1.19 0.00 8.54 10.38 9.46 0.92 OL1 3 C 1.39 1.32 1.35 0.03 8.98 8.17 8.57 0.40 OL1 4 A 1.12 1.16 1.14 0.02 5.24 8.63 6.94 1.70 OL1 4 B 1.41 1.49 1.45 0.04 8.77 12.06 10.41 1.64 OL1 4 C 1.74 1.87 1.80 0.07 7.55 8.77 8.16 0.61 OL1 5 A 1.26 1.37 1.32 0.06 4.08 7.93 6.00 1.92 OL1 5 B 1.34 1.34 1.34 0.00 7.51 10.78 9.15 1.63 OL1 5 C 1.62 1.52 1.57 0.05 9.67 7.73 8.70 0.97 OL2 1 A 1.19 1.15 1.17 0.02 6.94 4.86 5.90 1.04 OL2 1 B 1.19 1.01 1.10 0.09 6.97 3.58 5.28 1.69 OL2 1 C 1.09 1.10 1.09 0.00 7.73 8.01 7.87 0.14 OL2 2 A 1.07 1.05 1.06 0.01 6.49 4.55 5.52 0.97 OL2 2 B 0.96 0.99 0.97 0.01 8.67 5.79 7.23 1.44 OL2 2 C 1.11 1.80 1.46 0.34 6.95 9.02 7.98 1.03
C-305 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent OL2 3 A 1.03 1.00 1.01 0.02 5.54 3.95 4.74 0.80 OL2 3 B 0.95 0.91 0.93 0.02 8.52 4.10 6.31 2.21 OL2 3 C 1.27 1.28 1.27 0.00 7.62 8.38 8.00 0.38 OL2 4 A 0.98 0.94 0.96 0.02 5.70 4.58 5.14 0.56 OL2 4 B 1.08 0.99 1.03 0.05 8.09 4.61 6.35 1.74 OL2 4 C 1.43 1.35 1.39 0.04 8.46 6.34 7.40 1.06 OL2 5 A 1.07 0.97 1.02 0.05 9.04 5.49 7.26 1.77 OL2 5 B 1.07 1.03 1.05 0.02 9.35 6.73 8.04 1.31 OL2 5 C 1.36 1.25 1.31 0.05 14.68 10.37 12.53 2.15 OL3 1 A 1.16 1.21 1.19 0.03 10.01 13.86 11.94 1.92 OL3 1 B 1.20 1.23 1.21 0.02 10.37 10.47 10.42 0.05 OL3 1 C 0.91 0.98 0.95 0.03 4.97 8.74 6.85 1.89 OL3 2 A 1.05 1.10 1.08 0.03 8.46 13.26 10.86 2.40 OL3 2 B 1.03 1.03 1.03 0.00 9.07 9.54 9.30 0.24 OL3 2 C 1.13 1.12 1.12 0.01 5.49 9.16 7.33 1.83 OL3 3 A 1.18 1.28 1.23 0.05 11.11 17.84 14.48 3.36 OL3 3 B 1.09 1.17 1.13 0.04 9.93 9.53 9.73 0.20 OL3 3 C 1.03 1.11 1.07 0.04 6.01 9.97 7.99 1.98 OL3 4 A 1.09 1.22 1.16 0.06 9.88 17.57 13.72 3.84 OL3 4 B 1.08 1.08 1.08 0.00 11.87 13.66 12.77 0.89 OL3 4 C 0.79 0.82 0.81 0.02 7.37 11.09 9.23 1.86 OL3 5 A 1.24 1.32 1.28 0.04 11.97 17.10 14.54 2.56 OL3 5 B 1.28 1.27 1.27 0.01 12.52 10.42 11.47 1.05 OL3 5 C 1.02 1.05 1.04 0.02 7.73 11.93 9.83 2.10
C-306 Table 137. Modulus backcalculated from FWD Data on I-85, AL, pcf Lot Sublot A B Subgrade Base HMA Subgrade Base HMA OL1 1 55,322 128,518 254,246 46,812 108,749 386,736 47,590 110,557 322,320 40,810 94,805 462,426 45,203 105,012 379,858 40,030 92,994 502,149 2 55,882 129,820 282,214 53,888 125,188 456,868 46,481 107,979 359,608 46,626 108,316 498,334 45,272 105,171 421,750 error error error 3 45,293 105,219 353,003 44,288 102,884 304,274 38,250 88,858 458,472 37,444 86,986 404,392 error error error 36,992 85,935 452,227 4 57,567 133,733 203,673 51,463 119,553 350,369 48,931 113,672 277,342 44,342 103,011 450,871 47,176 109,595 322,289 43,056 100,024 493,886 5 54,858 127,441 270,033 57,982 134,697 165,766 47,928 111,342 306,499 50,471 117,249 211,526 45,987 106,832 345,900 49,311 114,553 243,890 OL2 1 51,870 120,499 505,027 51,962 120,713 503,541 44,115 102,483 503,461 43,086 100,092 569,575 41,988 97,543 545,798 24,641 57,243 631,422 2 52,744 122,529 399,507 55,902 129,866 346,011 45,709 106,185 423,952 46,448 107,904 440,467 42,179 97,987 475,143 43,615 101,322 502,494 3 47,150 109,534 648,999 52,164 121,181 463,310 26,215 60,900 650,282 43,726 101,580 548,649 25,412 59,036 726,115 24,821 57,662 610,574 4 46,006 106,877 380,073 55,030 127,839 494,519 51,838 120,424 255,754 43,384 100,784 605,875 38,631 89,743 511,419 25,022 58,129 634,834 5 51,095 118,699 526,813 42,447 98,609 534,854 40,556 94,216 587,238
C-307 Lot Sublot A B Subgrade Base HMA Subgrade Base HMA OL2 1 47,478 92,805 417,299 error error error 42,624 83,316 498,950 29,761 51,845 416,742 25,613 50,065 856,618 28,883 50,316 480,905 2 59,810 116,910 498,838 error error error 52,512 102,644 548,922 26,464 46,102 484,141 49,593 96,938 662,093 26,395 45,981 471,219 3 49,710 97,168 461,227 error error error 46,216 90,338 586,938 27,628 48,129 450,850 46,206 90,318 696,857 27,063 47,145 494,551 4 56,355 110,156 573,029 41,259 71,875 398,109 49,425 96,610 575,162 38,724 67,459 380,937 48,049 93,920 748,133 25,723 44,810 453,476 5 52,410 102,445 270,717 49,000 95,778 384,269 47,953 93,732 490,332
C-308 Table 138. Density measured by Pavetracker â Non-nuclear Gage on I-85, AL, pcf Note: Test repetitions are shown in Table 139 Lot Sublot A B C Average Average by lot OL1 1 137.3 136.5 133.6 135.8 2 132.7 133.0 136.8 134.2 3 134.6 138.5 133.6 135.5 4 131.8 136.1 129.2 132.4 5 136.6 141.2 133.9 137.2 135.0 OL2 1 138.9 141.8 135.8 138.8 2 139.9 142.1 129.8 137.2 3 140.7 141.6 129.8 137.4 4 136.9 140.9 136.0 137.9 5 132.5 134.4 128.3 131.7 136.6 OL3 1 133.2 137.5 137.2 135.9 2 134.8 139.1 134.1 136.0 3 134.6 137.5 130.6 134.2 4 132.1 136.7 130.9 133.2 5 129.1 132.0 127.8 129.6 133.8 Average lot 1 by row 134.6 137.1 133.4 Average lot 2 by row 137.8 140.1 131.9 Average lot 3 by row 132.7 136.6 132.1 Average by row 135.0 137.9 132.5 Average project 135.1
C-309 Table 139. Repeatability in Density measured by Pavetracker on I-85, AL, pcf Note: Summary of results is shown in Table 137and Table 138 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev OL1 1 A 133.9 137.9 140.2 137.2 137.3 2.60 OL1 1 B 137.0 134.8 136.6 137.7 136.5 1.24 OL1 1 C 134.5 131.6 133.0 135.1 133.6 1.57 OL1 2 A 130.5 134.2 132.1 134.0 132.7 1.75 OL1 2 B 131.1 132.9 135.2 132.9 133.0 1.68 OL1 2 C 136.6 137.2 136.2 137.1 136.8 0.46 OL1 3 A 137.4 132.8 135.4 132.9 134.6 2.21 OL1 3 B 138.5 137.0 138.9 139.4 138.5 1.03 OL1 3 C 134.4 133.6 132.1 134.1 133.6 1.02 OL1 4 A 131.6 134.6 131.2 129.9 131.8 1.99 OL1 4 B 136.2 135.2 137.5 135.5 136.1 1.02 OL1 4 C 126.2 127.2 130.5 132.8 129.2 3.04 OL1 5 A 139.0 135.0 136.4 135.9 136.6 1.72 OL1 5 B 139.9 141.6 141.1 142.1 141.2 0.94 OL1 5 C 133.7 133.3 133.0 135.6 133.9 1.17 OL2 1 A 139.1 139.5 137.7 139.4 138.9 0.83 OL2 1 B 140.2 141.2 141.7 143.9 141.8 1.56 OL2 1 C 135.8 134.5 135.8 137.2 135.8 1.10 OL2 2 A 140.6 141.4 139.0 138.4 139.9 1.39 OL2 2 B 141.8 142.2 143.4 140.8 142.1 1.08 OL2 2 C 129.8 129.1 130.7 129.6 129.8 0.67
C-310 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev OL2 3 A 138.7 141.1 142.5 140.4 140.7 1.58 OL2 3 B 140.3 142.6 142.1 141.3 141.6 1.00 OL2 3 C 128.4 130.5 131.0 129.3 129.8 1.17 OL2 4 A 140.3 136.0 135.0 136.2 136.9 2.34 OL2 4 B 138.8 140.6 141.5 142.6 140.9 1.61 OL2 4 C 136.3 135.5 135.3 137.0 136.0 0.78 OL2 5 A 129.5 132.6 133.8 134.3 132.5 2.15 OL2 5 B 132.8 135.7 134.2 134.8 134.4 1.22 OL2 5 C 128.4 126.9 129.1 128.7 128.3 0.96 OL3 1 A 133.3 131.7 134.1 133.5 133.2 1.02 OL3 1 B 136.9 138.8 137.2 137.2 137.5 0.86 OL3 1 C 138.0 137.7 137.3 135.6 137.2 1.07 OL3 2 A 132.5 135.5 134.4 136.7 134.8 1.78 OL3 2 B 139.6 138.3 138.3 140.2 139.1 0.96 OL3 2 C 132.9 133.7 136.4 133.5 134.1 1.55 OL3 3 A 132.0 136.4 134.9 134.9 134.6 1.84 OL3 3 B 138.3 138.9 138.9 134.0 137.5 2.37 OL3 3 C 130.4 131.5 130.2 130.1 130.6 0.65 OL3 4 A 133.0 131.7 132.6 131.1 132.1 0.86 OL3 4 B 137.6 136.8 136.6 135.7 136.7 0.78 OL3 4 C 133.3 131.9 128.9 129.5 130.9 2.06 OL3 5 A 129.0 128.9 128.0 130.5 129.1 1.04 OL3 5 B 131.0 131.4 132.5 133.1 132.0 0.97 OL3 5 C 124.9 130.8 130.1 125.4 127.8 3.08
C-311 Table 140. Density measured by PQI â Non-nuclear Gage on I-85, AL, pcf Note: Test repetitions are shown in Table 141 Lot Sublot A B C J Average Average by lot OL1 1 149.1 146.2 142.3 145.9 149.1 2 142.1 143.9 141.7 142.6 142.1 3 144.0 148.5 139.4 144.0 144.0 5 143.0 146.6 139.1 142.9 143.0 143.8 149.1 138.9 143.9 143.8 143.8 1 2 147.6 152.3 142.8 147.6 147.6 OL2 3 151.2 154.1 140.3 148.5 151.2 4 150.5 153.4 139.7 147.9 150.5 5 148.4 151.0 143.1 147.5 148.4 143.6 146.9 138.6 143.0 146.9 143.6 OL3 1 2 148.8 152.6 144.4 148.6 148.8 3 144.1 153.5 148.9 148.8 144.1 4 146.1 150.8 140.8 145.9 146.1 5 144.6 150.2 140.1 145.0 144.6 Average lot 1 by row 144.4 146.8 140.3 Average lot 2 by row 148.3 151.5 140.9 Average lot 3 by row 184.8 150.3 142.3 Average by row 159.2 149.5 141.2 159.2 Average project 150.0
C-312 Table 141. Repeatability in Density measured by PQI on I-85, AL, pcf Note: Summary of results is shown in Table 140 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev OL1 1 A 150.2 149.4 148.1 148.8 148.9 149.1 0.8 OL1 1 B 145.8 147.1 145.7 147.7 144.6 146.2 1.2 OL1 1 C 143.2 141.6 141.5 142.1 143.1 142.3 0.8 OL1 2 A 142.3 144.4 142.8 139.0 142.2 142.1 2.0 OL1 2 B 143.5 143.6 144.1 144.0 144.3 143.9 0.3 OL1 2 C 142.4 141.2 140.7 141.9 142.2 141.7 0.7 OL1 3 A 143.1 145.6 143.4 142.2 145.5 144.0 1.5 OL1 3 B 149.6 147.6 148.6 148.3 148.4 148.5 0.7 OL1 3 C 141.6 142.1 142.2 139.1 132.2 139.4 4.2 OL1 4 A 143.4 140.7 141.8 145.0 144.2 143.0 1.8 OL1 4 B 147.6 146.8 146.6 146.0 145.8 146.6 0.7 OL1 4 C 139.1 140.1 137.6 139.6 139.0 139.1 0.9 OL1 5 A 144.3 143.8 142.8 142.3 145.6 143.8 1.3 OL1 5 B 150.5 149.0 147.0 149.1 149.9 149.1 1.3 OL1 5 C 135.8 137.0 138.2 140.8 142.6 138.9 2.8 OL2 1 A 147.6 148.3 147.4 147.4 147.5 147.6 0.4 OL2 1 B 152.0 154.4 152.1 150.1 152.8 152.3 1.6 OL2 1 C 142.1 144.2 142.6 141.5 143.7 142.8 1.1 OL2 2 A 150.9 152.9 149.0 150.5 152.6 151.2 1.6 OL2 2 B 156.7 151.5 154.2 154.8 153.4 154.1 1.9 OL2 2 C 139.5 139.2 141.6 142.6 138.5 140.3 1.7 OL2 3 A 151.5 149.0 149.4 151.6 151.2 150.5 1.2 OL2 3 B 155.6 152.5 156.4 149.0 153.3 153.4 2.9 OL2 3 C 135.8 136.7 144.5 145.5 136.1 139.7 4.8 OL2 4 A 148.3 147.9 150.0 148.4 147.4 148.4 1.0 OL2 4 B 152.6 151.0 149.8 150.7 150.8 151.0 1.0 OL2 4 C 143.0 142.4 146.8 143.5 140.0 143.1 2.4 OL2 5 A 142.6 143.3 143.1 142.9 146.1 143.6 1.4 OL2 5 B 147.8 147.0 147.5 145.2 146.9 146.9 1.0 OL2 5 C 137.6 138.8 140.0 138.9 137.8 138.6 1.0 OL3 1 A 145.7 147.4 154.1 147.9 149.0 148.8 3.2 OL3 1 B 152.2 152.3 152.2 154.3 151.8 152.6 1.0 OL3 1 C 143.8 141.3 145.1 146.5 145.3 144.4 2.0 OL3 2 A 143.6 143.3 143.5 146.0 143.9 144.1 1.1 OL3 2 B 155.5 151.5 154.3 154.3 152.1 153.5 1.7
C-313 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev OL3 2 C 147.1 150.1 150.1 147.8 149.4 148.9 1.4 OL3 3 A 146.8 146.4 143.9 146.8 146.7 146.1 1.3 OL3 3 B 153.2 148.6 149.8 151.1 151.5 150.8 1.7 OL3 3 C 141.4 140.0 141.3 141.3 140.2 140.8 0.7 OL3 4 A 144.1 146.1 144.1 143.6 145.1 144.6 1.0 OL3 4 B 150.5 148.1 152.6 151.1 148.5 150.2 1.9 OL3 4 C 140.0 139.3 142.2 140.8 138.2 140.1 1.5 OL3 5 A 1140.1 141.9 139.3 137.7 142.9 340.4 447.1 OL3 5 B 145.1 143.4 143.9 145.7 143.3 144.3 1.1 OL3 5 C 138.0 136.0 138.9 138.4 134.9 137.2 1.7
C-314 Table 142. Modulus measured by PSPA on I-85, AL, ksi Note: Repeatability data is presented in Table 143 Lot Sublot A B C J Average Average by lot OL1 1 249 238 309 266 249 2 212 231 171 205 212 3 209 296 283 262 209 5 192 203 393 263 192 215 235 206 219 243 215 1 2 268 252 266 262 268 OL2 3 306 290 328 308 306 4 296 307 324 309 296 5 324 285 221 277 324 260 262 255 259 283 260 OL3 1 2 250 241 321 270 250 3 277 289 221 262 277 4 286 261 334 294 286 5 289 273 306 290 289 Average lot 1 by row 215 241 273 Average lot 2 by row 291 279 279 Average lot 3 by row 269 265 298 Average by row 259 262 283 259 Average project 268
C-315 Table 143. Repeatability in Modulus measured by PSPA on I-85, AL, ksf Note: Summary of results is shown in Table 142 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev OL1 1 A 242 294 212 249 41 OL1 1 B 216 276 222 238 33 OL1 1 C 337 237 354 309 63 OL1 2 A 214 202 221 212 10 OL1 2 B 187 221 285 231 50 OL1 2 C 153 157 204 171 28 OL1 3 A 207 220 199 209 10 OL1 3 B 271 340 278 296 38 OL1 3 C 358 236 253 283 66 OL1 4 A 200 170 205 192 19 OL1 4 B 189 226 194 203 20 OL1 4 C 448 296 435 393 84 OL1 5 A 175 276 194 215 53 OL1 5 B 152 292 259 235 73 OL1 5 C 196 234 188 206 24 OL2 1 A 233 285 285 268 30 OL2 1 B 273 261 221 252 27 OL2 1 C 310 259 229 266 41 OL2 2 A 327 275 317 306 27 OL2 2 B 292 267 310 290 22 OL2 2 C 321 333 331 328 7 OL2 3 A 286 294 308 296 11 OL2 3 B 326 294 302 307 16 OL2 3 C 281 365 326 324 42 OL2 4 A 340 300 333 324 22 OL2 4 B 329 277 248 285 41 OL2 4 C 203 261 200 221 34 OL2 5 A 294 242 244 260 29 OL2 5 B 297 209 279 262 47 OL2 5 C 237 294 234 255 34 OL3 1 A 271 240 240 250 18
C-316 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev OL3 1 B 211 201 310 241 60 OL3 1 C 394 278 289 321 64 OL3 2 A 257 303 271 277 23 OL3 2 B 299 229 338 289 55 OL3 2 C 289 210 166 221 62 OL3 3 A 294 274 289 286 11 OL3 3 B 305 269 210 261 48 OL3 3 C 321 340 342 334 11 OL3 4 A 277 309 281 289 18 OL3 4 B 225 319 276 273 47 OL3 4 C 259 343 318 306 43 OL3 5 A 247 235 252 245 9 OL3 5 B 296 213 279 263 44 OL3 5 C 319 316 291 309 16
C-317 Table 144. Density measured by Nuclear Gauge on I-85, AL, pcf Note: Repeatability data is presented in Table 145 Lot Sublot A B C Average Average by lot OL1 1 146.9 144.9 142.9 144.9 2 137.6 141.0 142.9 140.5 3 139.5 144.4 137.4 140.4 4 139.5 144.4 137.4 140.4 5 142.2 150.2 142.2 144.9 142.2 1 147.3 151.1 143.3 147.2 2 147.0 150.5 137.0 144.8 OL2 3 148.5 150.6 135.5 144.9 4 144.1 148.7 140.5 144.5 5 137.7 144.1 136.5 139.4 144.2 OL3 1 143.0 150.6 146.7 146.8 2 144.2 148.7 146.8 146.6 3 144.3 149.2 143.0 145.5 4 141.2 146.4 139.3 142.3 5 135.8 142.1 133.2 137.1 143.6 Average lot 1 by row 141.1 145.0 140.6 141.1 Average lot 2 by row 144.9 149.0 138.6 144.9 Average lot 3 by row 141.7 147.4 141.8 141.7 Average by row 142.6 147.1 140.3 142.6 Average project 143.3
C-318 Table 145. Repeatability data for Density measured by Nuclear Gauge on I-85, AL, pcf Note: Summary of test results is presented in Table 144 Lot Sublot Point Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev OL1 1 A 146.3 149.3 148.2 143.8 146.9 2.41 OL1 1 B 146.5 145.0 142.2 145.7 144.9 1.87 OL1 1 C 142.8 142.7 142.3 143.8 142.9 0.64 OL1 2 A 133.7 143.1 136.2 137.3 137.6 3.98 OL1 2 B 141.2 141.1 141.4 140.4 141.0 0.43 OL1 2 C 143.4 144.8 141.8 141.7 142.9 1.47 OL1 3 A 139.3 142.1 138.4 138.1 139.5 1.82 OL1 3 B 143.7 142.8 144.8 146.1 144.4 1.42 OL1 3 C 137.1 139.8 136.9 135.7 137.4 1.73 OL1 4 A 139.3 142.1 138.4 138.1 139.5 1.82 OL1 4 B 143.7 142.8 144.8 146.1 144.4 1.42 OL1 4 C 137.1 139.8 136.9 135.7 137.4 1.73 OL1 5 A 141.1 144.7 142.1 140.8 142.2 1.77 OL1 5 B 150.3 149.9 150.0 150.5 150.2 0.28 OL1 5 C 142.3 140.7 145.0 140.9 142.2 1.98 OL2 1 A 148.0 148.2 146.2 146.8 147.3 0.96 OL2 1 B 152.2 152.5 150.5 149.0 151.1 1.63 OL2 1 C 143.0 145.6 143.3 141.3 143.3 1.77 OL2 2 A 148.2 148.7 147.8 143.3 147.0 2.49 OL2 2 B 151.1 150.3 150.1 150.4 150.5 0.43 OL2 2 C 133.8 134.3 135.8 144.0 137.0 4.76 OL2 3 A 149.5 149.1 147.2 148.0 148.5 1.05 OL2 3 B 150.2 149.8 152.2 150.3 150.6 1.07 OL2 3 C 132.6 132.3 133.0 144.0 135.5 5.69 OL2 4 A 141.0 145.2 146.1 144.2 144.1 2.22 OL2 4 B 148.1 149.3 148.4 149.1 148.7 0.57 OL2 4 C 135.9 141.9 136.0 148.0 140.5 5.76 OL2 5 A 134.8 141.5 136.3 138.3 137.7 2.90 OL2 5 B 143.0 143.5 143.9 145.9 144.1 1.27 OL2 5 C 135.9 134.9 138.9 136.2 136.5 1.71 OL3 1 A 145.5 140.9 143.3 142.2 143.0 1.95
C-319 Lot Sublot Point Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev OL3 1 B 150.1 150.7 150.8 150.7 150.6 0.32 OL3 1 C 147.4 145.5 144.4 149.3 146.7 2.16 OL3 2 A 144.0 145.1 144.4 143.2 144.2 0.79 OL3 2 B 149.5 147.8 148.7 1.20 OL3 2 C 145.8 147.8 146.8 1.41 OL3 3 A 143.3 145.2 144.3 1.34 OL3 3 B 150.3 148.1 149.2 1.56 OL3 3 C 142.9 143.0 143.0 0.07 OL3 4 A 142.3 140.0 141.2 1.63 OL3 4 B 146.3 146.5 146.4 0.14 OL3 4 C 139.8 138.8 139.3 0.71 OL3 5 A 136.4 135.2 135.8 0.85 OL3 5 B 143.5 140.7 142.1 1.98 OL3 5 C 132.9 133.5 133.2 0.42
C-320 Table 146. Core height measurements on I-85, AL, inch Specimen, lot-sublot point Height Measurements 1 2 3 4 Average Stdev 1-1A 1.12 1.16 1.18 1.19 1.16 0.03 1-4B 1.43 1.45 1.49 1.44 1.45 0.03 1-5C 2.15 2.12 2.05 2.02 2.08 0.06 2-2B 2.52 2.48 2.41 2.54 2.49 0.05 2-3C 1.98 1.90 1.95 1.95 1.95 0.03 2-4A 0.93 0.92 0.90 0.89 0.91 0.02 3-2C 1.38 1.37 1.36 1.36 1.37 0.01 3-3B 2.29 2.31 2.39 2.31 2.32 0.04 3-5A 1.18 1.24 1.21 1.14 1.19 0.04 Table 147. Air voids from cores on I-85, AL Specimen, lot-sublot point Dry Weight, gm Submerged Weight, gm SSD Weight, gm Bulk Specific Gravity Gmb Theor. Max Spec gravity, Gmm Percent Air Voids 1-1A 1131.1 653.6 1136.3 2.3 2.5 6.2 1-4B 1407.5 810.1 1421.2 2.3 2.5 7.8 1-5C 2044.8 1170.8 2060 2.3 2.5 7.9 2-2B 2582.3 1535.1 2586.3 2.5 2.5 1.7 2-3C 1825.7 1036 1854.4 2.2 2.5 10.7 2-4A 894.7 512.8 905.6 2.3 2.5 8.8 3-2C 1416.2 824.6 1419.6 2.4 2.5 4.7 3-3B 2477.5 1472.5 2481.4 2.5 2.5 1.7 3-5A 1090.2 616.9 1110.6 2.2 2.5 11.6 1-1A 1131.1 653.6 1136.3 2.3 2.5 6.2
C-321 Table 148. Dynamic Modulus Test results for I-85, AL, Overlay HMA, psi Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 14 1 4,329,082 3,664,874 3,251,890 2,433,493 1,448,113 1,386,289 3 7,644,260 7,073,887 6,445,040 5,456,337 4,087,247 3,968,102 4 3,877,611 3,396,086 2,982,038 2,268,410 1,430,087 1,386,294 Average 5,283,651 4,711,616 4,226,323 3,386,080 2,321,816 2,246,895 CV, % 38.93 43.51 45.58 53.01 65.85 66.34 40 1 4,865,976 4,245,618 3,897,675 3,050,351 2,791,658 1,948,051 3 5,016,686 4,401,057 3,971,567 3,193,611 2,881,184 2,032,153 4 4,646,644 4,187,456 3,900,846 2,897,860 2,625,292 1,821,054 Average 4,843,102 4,278,043 3,923,362 3,047,274 2,766,045 1,933,753 CV, % 3.84 2.58 1.06 4.85 4.69 5.50 70 1 2,281,738 1,765,079 1,504,751 1,040,928 835,337 546,458 3 2,101,666 1,679,867 1,423,833 998,127 803,759 519,869 4 2,001,340 1,625,991 1,399,582 932,307 770,135 504,367 Average 2,128,248 1,690,312 1,442,722 990,454 803,077 523,564 CV, % 6.68 4.15 3.82 5.52 4.06 4.07 100 1 827,113 651,153 513,820 339,058 276,406 189,701 3 703,750 611,220 497,784 334,995 291,459 208,810 4 778,633 632,715 522,165 347,524 294,005 230,279 Average 769,832 631,696 511,256 340,526 287,290 209,597 CV, % 8.07 3.16 2.42 1.88 3.31 9.69
C-322 Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 130 1 322,602 247,715 219,758 156,174 118,091 94,048 3 303,173 230,350 215,461 158,925 140,971 109,833 4 356,723 275,884 252,218 195,410 178,499 146,729 Average 327,499 251,316 229,145 170,170 145,854 116,870 CV, % 8.28 9.14 8.77 12.87 20.91 23.13 Table 149. Repeated load test results for I-85, AL, HMA Replicate Repeated Load @ 147 deg F Flow time, cycles Applied stress, psi Maximum LVDT slope Minimum LVDT slope 1 3,000 68.8 N/A N/A 2 1,000 65.7 3 701 69.1 Average 67.9 CV, % 2.77 N/A N/A NOTE: The samples failed very quickly. None of the samples reached secondary flow.
C-323 US-280, AL HMA SECTIONS WITHOUT INTELLIGENT COMPACTION DURING PAVING (TESTED IN DECEMBER 2004) S h o u l d e r S h o u l d e r M e d i a n Rt. 121 South 5 4 3 2 1 X X X X X X X X X X X X X X X A B C X X X NOTES FOR SECTION 1 and 2 ⢠A, B, C are 4, 8, and 12 feet from centerline joint ⢠Points 1 through 5 are 40 m apart ⢠Point 1 is at 1736+40 US280 EAST BOUND US 280 WEST BOUND 5 4 3 2 1 X X X X X X X X X X X X X X X X X X C B A X X X X X X X X X X X X X X X C B A 1 2 3 4 5 Section 1 Section 2 Section 3 ⢠Behind paver on 12/15/04 ⢠Tested again by HVQ on 12/16/04 ⢠Stationing not indicated
C-324 Table 150. Test point station information for US-280 (Without IC), AL HMA sections Lot Sublot Station Offset for points A B C AC 1 1 1736 + 40 4 - R 8 - R 12 - R AC 1 2 1736 + 80 4 - R 8 - R 12 - R AC 1 3 1737 + 20 4 - R 8 - R 12 - R AC 1 4 1737 + 60 4 - R 8 - R 12 - R AC 1 5 1738 + 00 4 - R 8 - R 12 - R AC 2 1 1736 + 40 4 - L 8 - L 12 - L AC 2 2 1736 + 80 4 - L 8 - L 12 - L AC 2 3 1737 + 20 4 - L 8 - L 12 - L AC 2 4 1737 + 60 4 - L 8 - L 12 - L AC 2 5 1738 + 00 4 - L 8 - L 12 - L AC 3 1 un known - - - AC 3 2 un known - - - AC 3 3 un known - - - AC 3 4 un known - - - AC 3 5 un known - - -
C-325 Table 151. Calibrated Thickness measured by GPR onUS-280 (Without IC), AL, inch Note: Repeatability in measurements is shown in Table 153 Lot Sublot A B C J Average Average by lot AC1 1 4.70 4.53 4.37 4.35 4.49 2 4.62 4.59 4.85 4.69 3 3.99 4.34 4.55 4.15 4.26 4 4.37 4.22 4.53 4.37 5 4.99 4.80 4.88 4.55 4.80 4.52 AC2 1 4.43 4.24 4.06 No Data 4.24 2 5.00 4.70 4.42 No Data 4.71 3 4.64 4.19 4.00 No Data 4.28 4 4.73 4.54 4.11 No Data 4.46 5 4.51 3.91 3.68 No Data 4.03 4.34 AC3 1 No Data No Data No Data No Data No Data 2 No Data No Data No Data No Data No Data 3 No Data No Data No Data No Data No Data 4 No Data No Data No Data No Data No Data 5 No Data No Data No Data No Data No Data No Data Average lot 1 by row 4.53 4.50 4.64 4.35 Average lot 2 by row 4.66 4.32 4.05 No data Average lot 3 by row No Data No Data No Data No Data Average by row 4.60 4.41 4.34 4.35 Average project 4.44
C-326 Table 152. Percent Air voids measured by GPR US-280 (Without IC), AL Note: Repeatability in measurements is shown in Table 136 Lot Sublot A B C J Average Average by lot AC1 1 4.88 5.83 5.76 8.66 6.28 2 4.93 5.39 5.02 5.11 3 4.46 5.17 5.05 8.38 5.76 4 4.84 5.52 4.88 5.08 5 6.07 6.76 5.84 7.21 6.47 5.81 AC2 1 4.83 4.55 4.98 No Data 4.79 2 5.93 4.91 6.34 No Data 5.73 3 6.08 5.63 5.90 No Data 5.87 4 5.83 5.70 5.69 No Data 5.74 5 6.01 5.06 6.34 No Data 5.80 5.59 AC3 1 No Data No Data No Data No Data No Data 2 No Data No Data No Data No Data No Data 3 No Data No Data No Data No Data No Data 4 No Data No Data No Data No Data No Data 5 No Data No Data No Data No Data No Data No Data Average lot 1 by row 5.04 5.73 5.31 8.08 Average lot 2 by row 5.74 5.17 5.85 No data Average lot 3 by row No Data No Data No Data No Data Average by row 5.39 5.45 5.58 8.08 Average project 5.71
C-327 Table 153. Repeatability measurements for Percent Air voids and Thickness measured by GPR on US-280 (Without IC), AL Note: Summary of results are shown in Table 134 and Table 135 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent AC 1 1 A 4.7 4.7 4.7 0.03 4.5 5.2 4.9 0.51 AC 1 1 B 4.6 4.5 4.5 0.06 5.9 5.8 5.8 0.03 AC 1 1 C 4.4 4.3 4.4 0.02 5.9 5.6 5.8 0.25 AC 1 1 joint 4.4 - 4.4 - 8.7 - 8.7 - AC 1 2 A 4.6 4.7 4.6 0.06 4.5 5.3 4.9 0.56 AC 1 2 B 4.7 4.5 4.6 0.14 5.3 5.5 5.4 0.16 AC 1 2 C 5.0 4.7 4.8 0.16 5.4 4.7 5.0 0.48 AC 1 3 A 3.9 4.0 4.0 0.06 4.0 4.9 4.5 0.60 AC 1 3 B 4.3 4.4 4.3 0.07 5.1 5.3 5.2 0.14 AC 1 3 C 4.6 4.5 4.5 0.07 5.1 4.9 5.0 0.14 AC 1 3 joint 4.1 - 4.1 - 8.4 - 8.4 - AC 1 4 A 4.3 4.5 4.4 0.12 4.5 5.1 4.8 0.43 AC 1 4 B 4.2 4.2 4.2 0.00 5.5 5.6 5.5 0.05 AC 1 4 C 4.6 4.5 4.5 0.05 5.1 4.7 4.9 0.27 AC 1 5 A 4.8 5.1 5.0 0.21 5.4 6.7 6.1 0.93 AC 1 5 B 4.8 4.8 4.8 0.06 6.6 6.9 6.8 0.26 AC 1 5 C 4.9 4.8 4.9 0.08 6.2 5.5 5.8 0.54 AC 1 5 joint 4.5 - 4.5 - 7.2 - 7.2 - AC 2 1 A 4.4 4.5 4.4 0.06 4.6 5.1 4.8 0.36 AC 2 1 B 4.3 4.2 4.2 0.12 4.7 4.4 4.5 0.20 AC 2 1 C 4.0 4.1 4.1 0.04 4.9 5.1 5.0 0.18
C-328 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent AC 2 1 joint - - - - - - - AC 2 2 A 4.9 5.1 5.0 0.12 5.6 6.3 5.9 0.46 AC 2 2 B 4.8 4.6 4.7 0.13 5.2 4.6 4.9 0.41 AC 2 2 C 4.4 4.4 4.4 0.00 6.1 6.6 6.3 0.40 AC 2 3 A 4.7 4.6 4.6 0.04 5.9 6.3 6.1 0.27 AC 2 3 B 4.3 4.1 4.2 0.10 6.0 5.3 5.6 0.45 AC 2 3 C 4.0 4.0 4.0 0.06 5.8 6.0 5.9 0.09 AC 2 3 joint - - - - - - - - AC 2 4 A 4.6 4.8 4.7 0.15 5.4 6.2 5.8 0.56 AC 2 4 B 4.6 4.5 4.5 0.03 6.3 5.1 5.7 0.85 AC 2 4 C 4.1 4.1 4.1 0.00 6.0 5.4 5.7 0.42 AC 2 5 A 4.6 4.4 4.5 0.12 5.6 6.4 6.0 0.56 AC 2 5 B 4.0 3.8 3.9 0.11 5.4 4.8 5.1 0.42 AC 2 5 C 3.7 3.7 3.7 0.01 6.1 6.6 6.3 0.30 AC 2 5 joint - - - - - - - -
C-329 Table 154. Density measured by Pavetracker â Non-nuclear Gage on US-280 (Without IC), AL, pcf Note: Test repetitions are shown in Table 155 Lot Sublot A B C J Average Average by lot AC1 1 128.0 128.1 128.4 99.8 121.1 2 124.8 132.7 133.9 130.5 3 131.2 132.9 127.6 128.9 130.2 4 119.8 130.3 127.2 125.8 5 136.0 132.8 132.3 130.1 132.8 128.0 AC2 1 128.4 128.6 127.5 115.8 125.1 2 127.3 127.1 135.6 130.0 3 130.4 128.2 127.2 128.6 4 124.3 130.1 122.6 125.6 5 129.2 128.6 133.3 129.4 130.1 127.8 AC3 1 No Data No Data No Data No Data 2 No Data No Data No Data No Data 3 No Data No Data No Data No Data 4 No Data No Data No Data No Data 5 No Data No Data No Data No Data - Average lot 1 by row 128.0 131.3 129.9 119.6 Average lot 2 by row 127.9 128.5 129.2 122.6 Average lot 3 by row - - - - Average by row 127.9 129.9 129.5 120.8 Average project 127.9
C-330 Table 155. Repeatability in Density measured by Pavetracker on US-280 (Without IC), AL, pcf Note: Summary of results is shown in Table 137and Table 138 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev AC 1 1 A 126.4 126.4 130.8 128.3 128.0 2.1 AC 1 1 B 127.6 131.3 127.1 126.2 128.1 2.2 AC 1 1 C 122.0 132.7 134.1 124.6 128.4 6.0 AC 1 1 joint 98.3 99.6 97.9 103.5 99.8 2.6 AC 1 2 A 126.4 127.3 122.7 122.8 124.8 2.4 AC 1 2 B 129.5 130.4 134.1 136.6 132.7 3.3 AC 1 2 C 133.9 138.0 132.7 131.1 133.9 2.9 AC 1 3 A 129.9 133.2 129.6 132.2 131.2 1.8 AC 1 3 B 133.4 133.8 133.2 131.3 132.9 1.1 AC 1 3 C 121.4 129.9 130.6 128.4 127.6 4.2 AC 1 3 joint 132.7 131.3 129.7 122.0 128.9 4.8 AC 1 4 A 117.7 120.6 119.0 121.8 119.8 1.8 AC 1 4 B 130.9 129.9 131.3 129.2 130.3 1.0 AC 1 4 C 124.1 127.6 127.1 129.9 127.2 2.4 AC 1 5 A 136.9 133.9 134.1 139.0 136.0 2.4 AC 1 5 B 133.9 132.7 130.6 133.9 132.8 1.6 AC 1 5 C 132.6 132.5 130.6 133.4 132.3 1.2 AC 1 5 joint 126.7 131.1 134.1 128.6 130.1 3.2 AC 2 1 A 126.5 127.9 128.3 130.9 128.4 1.8 AC 2 1 B 126.1 130.6 126.7 131.1 128.6 2.6 AC 2 1 C 129.4 128.5 129.4 122.7 127.5 3.2 AC 2 1 joint 115.8 121.4 115.3 110.7 115.8 4.4
C-331 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev AC 2 2 A 126.7 126.1 130.8 125.5 127.3 2.4 AC 2 2 B 125.5 130.6 125.1 127.1 127.1 2.5 AC 2 2 C 134.1 134.1 139.2 134.9 135.6 2.4 AC 2 3 A 131.1 129.5 131.3 129.8 130.4 0.9 AC 2 3 B 130.9 126.9 126.7 128.1 128.2 1.9 AC 2 3 C 125.5 127.8 129.9 125.4 127.2 2.1 AC 2 3 joint #DIV/0! AC 2 4 A 121.8 124.2 126.9 124.1 124.3 2.1 AC 2 4 B 131.1 133.1 127.8 128.3 130.1 2.5 AC 2 4 C 119.1 124.3 122.8 124.2 122.6 2.4 AC 2 5 A 129.8 128.5 130.2 128.3 129.2 0.9 AC 2 5 B 128.3 131.3 127.8 127.1 128.6 1.9 AC 2 5 C 134.1 133.6 134.1 131.3 133.3 1.3 AC 2 5 joint 130.4 130.6 127.3 129.4 1.9
C-332 Table 156. Density measured by PQI â Non-nuclear Gage on IUS-280 (Without IC), AL, pcf Note: Test repetitions are shown in Table 157 Lot Sublot A B C J Average Average by lot AC1 1 136.5 138.7 140.5 136.8 138.1 2 136.9 142.7 141.3 140.3 3 140.9 139.5 138.4 141.0 139.9 4 136.2 139.0 136.3 137.2 5 141.6 141.0 139.8 129.5 138.0 138.7 AC2 1 139.1 141.3 139.1 No data 139.8 2 142.0 143.1 143.9 No data 143.0 3 140.4 139.4 136.0 No data 138.6 4 135.9 139.2 135.2 No data 136.8 5 140.3 140.1 138.8 No data 139.7 139.6 AC3 1 No data 143.1 No data No data 143.1 2 No data 143.3 No data No data 143.3 3 No data 144.7 No data No data 144.7 4 No data 140.5 No data No data 140.5 5 No data 0.0 No data No data 0.0 142.9 AC 3 1 No data 140.6 No data No data 140.6 Repeat 2 No data 140.1 No data No data 140.1 After 3 No data 141.1 No data No data 141.1 24 hr 4 No data 139.6 No data No data 139.6 5 No data 140.0 No data No data 140.0 140.3 Average lot 1 by row 138.4 140.2 139.3 135.8 Average lot 2 by row 139.5 140.6 138.6 No data Average lot 3 by row No data 114.3 No data No data Average lot 4 by row No data 140.3 No data No data Average by row 139.0 133.9 138.9 135.8 Average project 139.6
C-333 Table 157. Repeatability in Density measured by PQI on US-280 (Without IC), AL, pcf Note: Summary of results is shown in Table 156 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev AC 1 1 A 139.3 132.9 136.0 136.7 137.4 136.5 2.34 AC 1 1 B 140.6 138.9 135.9 139.3 138.9 138.7 1.72 AC 1 1 C 138.8 142.1 139.4 140.8 141.4 140.5 1.37 AC 1 1 joint 137.9 136.0 136.6 136.6 136.9 136.8 0.70 AC 1 2 A 134.7 140.5 136.1 138.1 135.1 136.9 2.40 AC 1 2 B 143.7 141.4 143.2 142.6 142.6 142.7 0.86 AC 1 2 C 141.8 142.4 140.1 139.2 143.0 141.3 1.60 AC 1 3 A 140.6 140.6 140.7 141.1 141.5 140.9 0.39 AC 1 3 B 139.4 140.8 137.8 137.4 141.9 139.5 1.92 AC 1 3 C 138.5 138.1 137.1 139.7 138.5 138.4 0.93 AC 1 3 joint 139.6 139.7 142.1 140.6 142.9 141.0 1.47 AC 1 4 A 135.8 136.9 133.9 138.5 136.1 136.2 1.68 AC 1 4 B 141.0 141.0 135.9 138.5 138.6 139.0 2.12 AC 1 4 C 136.9 139.6 135.1 136.9 133.0 136.3 2.45 AC 3 1 A AC 3 1 B 143.8 144.5 142.4 142.0 142.7 143.1 1.04 AC 3 1 C AC 3 2 A AC 3 2 B 144.3 143.4 142.0 144.5 142.1 143.3 1.18 AC 3 2 C AC 3 3 A AC 3 3 B 145.3 145.7 144.1 143.8 144.7 144.7 0.79 AC 3 3 C AC 3 4 A AC 3 4 B 139.7 139.3 142 142.2 139.5 140.5 1.43 AC 3 4 C AC 3 5 A AC 3 5 B AC 3 5 C AC 3* 1 A AC 3* 1 B 140.4 142.4 141.4 139.3 139.4 140.6 1.33 AC 3* 1 C AC 3* 2 A AC 3* 2 B 142.9 136.1 139.1 142.3 140.1 140.1 2.72 AC 3* 2 C
C-334 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Average Stdev AC 3* 3 A AC 3* 3 B 140.8 139 143.4 141.7 140.5 141.1 1.62 AC 3* 3 C AC 3* 4 A AC 3* 4 B 138.6 138.2 141.5 140.6 138.9 139.6 1.418802312 AC 3* 4 C AC 3* 5 A AC 3* 5 B 140.2 141.2 139 139.7 140.1 140.0 0.801872808 AC 3* 5 C * Test repeated after 24 hours
C-335 Table 158. Modulus measured by PSPA on US-280 (Without IC), AL, ksi Note: Repeatability data is presented in Table 159 Lot Sublot A B C J Average Average by lot AC1 1 584 524 617 536 565 2 427 522 525 491 3 542 635 592 600 592 4 377 470 557 468 5 657 621 582 652 628 557 AC2 1 532 544 432 No Data 503 2 601 639 589 No Data 610 3 526 496 430 No Data 484 4 518 503 326 No Data 449 5 509 617 581 No Data 569 523 AC3 1 No Data 159 No Data No Data 159 2 No Data 180 No Data No Data 180 3 No Data 161 No Data No Data 161 4 No Data 165 No Data No Data 165 5 No Data 192 No Data No Data 192 172 Average lot 1 by row 518 554 574 596 Average lot 2 by row 537 560 472 Average lot 3 by row 172 Average by row 527 429 523 596 Average project 493
C-336 Table 159. Repeatability in Modulus measured by PSPA on US-280 (Without IC), ksf Note: Summary of results is shown in Table 158 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev AC 1 1 A 600 536 615 584 41.9 AC 1 1 B 515 542 515 524 15.7 AC 1 1 C 635 680 535 617 74.6 AC 1 1 joint 497 560 549 536 33.5 AC 1 2 A 503 419 360 427 71.6 AC 1 2 B 520 547 500 522 23.3 AC 1 2 C 547 536 491 525 29.6 AC 1 3 A 529 534 565 542 19.2 AC 1 3 B 694 600 612 635 51.3 AC 1 3 C 635 603 538 592 49.3 AC 1 3 joint 650 576 573 600 43.3 AC 1 4 A 286 455 390 377 85.5 AC 1 4 B 458 479 473 470 10.7 AC 1 4 C 625 580 468 557 80.8 AC 1 5 A 600 655 717 657 58.2 AC 1 5 B 704 560 597 621 74.8 AC 1 5 C 588 588 570 582 10.6 AC 1 5 joint 689 573 695 652 69.0 AC 2 1 A 465 502 628 532 85.6 AC 2 1 B 588 484 561 544 54.3 AC 2 1 C 604 397 296 432 157.0 AC 2 1 joint No test No test No test - - AC 2 2 A 551 597 655 601 52.2 AC 2 2 B 646 616 655 639 20.8 AC 2 2 C 766 487 514 589 153.6 AC 2 3 A 577 552 449 526 67.8 AC 2 3 B 521 546 421 496 66.0 AC 2 3 C 231 636 424 430 202.7 AC 2 3 joint No test No test No test - - AC 2 4 A 489 464 600 518 72.2 AC 2 4 B 451 511 546 503 47.9
C-337 AC 2 4 C 388 215 376 326 96.8 AC 2 5 A 527 458 543 509 45.1 AC 2 5 B 709 571 571 617 79.7 AC 2 5 C 781 502 461 581 174.1 AC 2 5 joint No test No test No test - - AC 3 1 A No test No test No test - - AC 3 1 B 151 190 137 159 27.7 AC 3 1 C No test No test No test - - AC 3 2 A No test No test No test - - AC 3 2 B 136 199 206 180 38.4 AC 3 2 C No test No test No test - - AC 3 3 A No test No test No test - - AC 3 3 B 139 161 183 161 21.8 AC 3 3 C No test No test No test - - AC 3 4 A No test No test No test - - AC 3 4 B 162 189 145 165 22.1 AC 3 4 C No test No test No test - - AC 3 5 A No test No test No test - - AC 3 5 B 196 212 167 192 22.7 AC 3 5 C No test No test No test - -
C-338 Table 160. Core height measurements on US-280 (Without IC), AL, inch Specimen, lot-sublot point Height Measurements 1 2 3 4 Average AC 1-1A 3.12 3.10 3.07 3.10 3.10 AC 1-2B 3.09 3.07 3.17 3.17 3.12 AC 2-2C 3.31 3.34 3.20 3.20 3.26 AC 2-4C 2.83 2.92 2.81 2.86 2.85 Table 161. Air voids from cores on US-280 (Without IC), AL Specimen, lot-sublot point Dry Weight, gm Submerged Weight, gm SSD Weight, gm Bulk Specific Gravity Gmb Theor. Max Spec gravity, Gmm Percent Air Voids 1-1A 3280.3 1931.8 3297.6 2.402 2.592 7.3 1-2B 3330.4 1972.6 3343.4 2.4 2.592 6.3 2-2C 3485.1 2104.1 3505.7 2.487 2.592 4.1- 2-4C 2702.4 1633 2762.9 2.392 2.592 7.7
C-339 US-280, AL HMA SECTIONS WITH INTELLIGENT COMPACTION DURING PAVING (TESTED IN DECEMBER 2004) S h o u l d e r S h o u l d e r Median Rt. 121 South US280 EAST BOUND US 280 WEST BOUND X X X X X X X X X X X X X X X X X X X X X X B C 1 2 3 4 5 6 7 8 9 10 11 Section 1 Section 2 Section 4 ⢠Tested on 12/16/04 ⢠Tested behind BOMAG Asphalt Manager ⢠Stationing not indicated ⢠C is 4 feet from edge, B is 8 feet from edge. ⢠1 through 11 in the right direction??? Note: Stationing and offsets of test points are not shown for this test site
C-340 Table 162. Density measured by PQI â Non-nuclear Gage on IUS-280 (With IC), AL, pcf Note: Test repetitions are shown in Table 163 Lot Sublot Test Point Average Average by lot A B C AC4 1 - 141.0 142.3 141.7 2 - 141.1 142.2 141.7 3 - 144.3 144.3 144.3 4 - 137.7 139.1 138.4 5 - 0.0 138.5 69.2 6 - 141.2 141.6 141.4 7 - 143.2 144.3 143.8 8 - 139.3 138.9 139.1 9 - 141.0 139.3 140.2 10 - 139.1 141.4 140.3 11 - 140.5 141.0 140.8 134.6 - Average lot 1 by row - 128.0 141.2 134.6 Average by row - 128.0 141.2 134.6 Average project - 134.6
C-341 Table 163. Repeatability in Density measured by PQI on US-280 (With IC), AL, pcf Note: Summary of results is shown in Table 162 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Average Stdev AC 4 1 B 140.0 142.3 140.7 141.0 1.2 AC 4 1 C 141.5 141.5 144.0 142.3 1.4 AC 4 2 B 141.3 140.5 141.6 141.1 0.6 AC 4 2 C 142.9 140.7 143.0 142.2 1.3 AC 4 3 B 142.9 146.4 143.5 144.3 1.9 AC 4 3 C 145.5 143.2 144.2 144.3 1.2 AC 4 4 B 137.1 138.6 137.5 137.7 0.8 AC 4 4 C 140.0 137.5 139.9 139.1 1.4 AC 4 5 B 137.9 137.9 * AC 4 5 C 136.1 140.2 139.1 138.5 2.1 AC 4 6 B 140.9 142.0 140.7 141.2 0.7 AC 4 6 C 141.8 143.0 140.1 141.6 1.5 AC 4 7 B 144.9 142.2 142.5 143.2 1.5 AC 4 7 C 145.5 143.2 144.3 144.3 1.2 AC 4 8 B 139.0 139.9 139.1 139.3 0.5 AC 4 8 C 137.7 138.8 140.1 138.9 1.2 AC 4 9 B 140.5 141.0 141.6 141.0 0.6 AC 4 9 C 138.4 143.0 136.6 139.3 3.3 AC 4 10 B 138.6 139.4 139.3 139.1 0.4 AC 4 10 C 141.9 137.3 145.1 141.4 3.9 AC 4 11 B 142.5 137.9 141.1 140.5 2.4 AC 4 11 C 142.4 142.2 138.4 141.0 2.3
C-342 Table 164. Modulus measured by PSPA on US-280 (With IC), AL, ksi Note: Repeatability data is presented in Table 165 Lot Sublot Test Point Average Average by lot A B C AC4 1 - 207 222 215 2 - 261 289 275 3 - 319 340 330 4 - 174 299 236 5 - 260 283 272 6 - 216 302 259 7 - 230 222 226 8 - 219 247 233 9 - 258 238 248 10 - 226 254 240 11 - 255 229 242 252 - Average lot 1 by row - 239 266 252 Average by row - 239 266 252 Average project - 252
C-343 Table 165. Repeatability in Modulus measured by PSPA on US-280 (Without IC), ksf Note: Summary of results is shown in Table 164 Lot Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Average Stdev AC 4 1 B 308 323 326 319 9.9 AC 4 1 C 286 282 301 289 10.1 AC 4 2 B 220 233 212 222 10.9 AC 4 2 C 203 199 220 207 11.0 AC 4 3 B 251 270 240 254 15.2 AC 4 3 C 236 203 218 219 16.9 AC 4 4 B 210 214 243 222 17.9 AC 4 4 C 284 292 321 299 19.3 AC 4 5 B 283 250 250 261 19.4 AC 4 5 C 275 232 257 255 21.5 AC 4 6 B 276 315 315 302 22.1 AC 4 6 C 206 223 257 229 26.0 AC 4 7 B 273 277 230 260 26.4 AC 4 7 C 200 225 254 226 26.8 AC 4 8 B 198 247 202 216 26.9 AC 4 8 C 231 279 231 247 28.0 AC 4 9 B 208 270 237 238 31.0 AC 4 9 C 259 234 196 230 31.5 AC 4 10 B 231 294 250 258 32.1 AC 4 10 C 362 300 359 340 35.3 AC 4 11 B 282 328 240 283 44.0 AC 4 11 C 182 117 222 174 53.4
C-344 Table 166. Core height measurements on US-280 (With IC), AL, inch Specimen, lot-sublot point Height Measurements 1 2 3 4 Average Stdev AC 4-6C 3.39 3.50 3.36 3.34 3.40 0.069 AC 4-8 2.03 2.04 1.99 2.05 2.03 0.026 AC 4-10C 2.32 2.31 2.54 2.40 2.39 0.105 Table 167. Air voids from cores on US-280 (With IC), AL Specimen, lot-sublot point Dry Weight, gm Submerged Weight, gm SSD Weight, gm Bulk Specific Gravity Gmb Theor. Max Spec gravity, Gmm Percent Air Voids AC 4-6C 3677.7 2191.8 3689.7 2.455 2.592 5.3 AC 4-8 1988.1 1166.2 1997.5 2.392 2.592 7.7 AC 4-10C 2473.7 1456.5 2483.7 2.408 2.592 7.1
C-345 Table 168. Dynamic Modulus Test results for US-280, AL, Overlay HMA, psi Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 14 1 9,781,924 9,180,398 8,676,910 7,678,442 6,281,545 6,107,647 3 8,343,293 7,989,861 7,658,621 6,982,878 6,191,835 5,863,909 4 6,539,737 6,057,287 5,789,861 5,133,463 4,235,248 4,161,028 Average 8,221,651 7,742,515 7,375,130 6,598,261 5,569,543 5,377,528 CV, % 19.8 20.4 19.9 19.9 20.8 19.7 40 1 7,360,668 6,489,224 5,935,064 4,933,740 4,612,265 3,452,698 3 6,118,143 5,650,802 5,677,432 4,687,536 4,496,473 3,561,312 4 5,052,739 4,678,519 4,579,046 3,770,004 3,507,511 2,907,589 Average 6,177,183 5,606,181 5,397,181 4,463,760 4,205,416 3,307,200 CV, % 18.7 16.2 13.3 13.7 14.4 10.6 70 1 4,284,976 3,539,574 2,967,974 1,939,033 1,565,085 1,063,793 3 3,347,060 3,016,982 2,658,984 2,040,414 1,725,602 1,224,126 4 2,644,338 2,239,551 2,005,672 1,514,402 1,279,328 919,137 Average 3,425,458 2,932,035 2,544,210 1,831,283 1,523,338 1,069,018 CV, % 24.03 22.31 19.31 15.24 14.84 14.27 100 1 1,920,961 1,633,961 1,399,018 951,689 827,147 602,082 3 2,011,967 1,661,103 1,433,099 981,886 832,204 567,619 4 1,407,231 1,131,060 961,023 673,827 559,733 389,707 Average 1,780,053 1,475,375 1,264,380 869,134 739,694 519,803 CV, % 18.3 20.2 20.8 19.5 21.1 21.9
C-346 Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 130 1 886,377 732,890 627,549 445,154 396,222 298,563 3 1,036,305 811,429 716,247 513,147 441,346 324,072 4 705,974 572,885 479,151 348,879 305,609 238,277 Average 876,218 705,735 607,649 435,726 381,059 286,971 CV, % 18.9 17.2 19.7 18.9 18.1 15.4 Table 169. Repeated load test results for US-280, AL, HMA Replicate Repeated Load @ 147 deg F Flow time, cycles Applied stress, psi Maximum LVDT slope Minimum LVDT slope 1 10000 73.4 0.178 0.185 2 75 0.154 0.151 3 74.8 0.196 0.197 Average 74.4 0.176 0.178 CV, % 1.17 11.97 13.43
C-347 I-35, TX HMA SECTIONS (TESTED IN APRIL 2005) EXISTING I-35 ROADWAY SOUTH NORTH TEMPORARY PCBC PCC SHOULDER Lane 1 (2â + 2â lifts) Section 1 / South/ Lane 1 Section 3 / North A B C 1 2 3 4 5 x x x x x x x x x x x x x x x 6 x x x Lane 2 (4â lift)Section 3 / North A B C 1 2 3 4 5 x x x x x x x x x x x x x x x 6 x x x Section 2 / South/ Lane 2 Section 3 / North/ Lane 2 Section 3 / North A B C 1 2 3 4 5 x x x x x x x x x x x x x x x 6 x x x B R I D G E Construction joint and test points
C-348 Table 170. Uncalibrated Thickness measured by GPR on I-35, TX inch Note: Repeatability in measurements is shown in Table 172 Lot Sublot A B C J Average Average by lot Lane 1 1 5.03 4.34 4.21 4.35 4.48 2 4.41 3.95 4.08 4.03 4.12 3 4.12 3.92 3.95 4.00 4.00 4 4.25 4.08 4.08 4.14 4.14 5 4.85 4.24 4.22 No data 4.43 6 4.73 4.53 4.33 4.25 4.46 4.26 Lane 2 1 - 4.52 4.28 - 4.40 2 - 4.45 4.13 - 4.29 3 - 4.33 3.95 - 4.14 4 - 4.50 4.33 - 4.42 5 - 4.09 4.08 4.44 4.20 6 4.25 4.18 4.33 - 4.25 4.28 Const Jt. No data No data No data No data No data Lane 3* 1 No data No data No data No data No data Average lot 1 by row 4.56 4.18 4.14 4.15 Average lot 2 by row 4.25 4.34 4.18 4.44 Average lot 3 by row NO data Average by row 4.41 4.26 4.16 4.30 Average project 4.27
C-349 Table 171. Uncalibrated Percent Air voids measured by GPR I-35, TX Note: Repeatability in measurements is shown in Table 172 Lot Sublot A B C J Average Average by lot Lane 1 1 5.55 6.30 6.11 5.16 5.78 2 5.70 6.40 6.00 5.24 5.84 3 5.63 6.29 6.04 5.11 5.77 4 5.54 6.16 6.03 5.31 5.76 5 5.56 6.20 6.16 No data 5.97 6 5.59 5.79 5.98 5.13 5.62 5.78 Lane 2 1 - 5.62 6.09 - 5.86 2 - 5.72 6.18 - 5.95 3 - 5.82 6.17 - 6.00 4 - 5.61 5.87 - 5.74 5 - 5.70 5.89 4.97 5.52 6 5.13 5.71 5.83 - 5.55 5.74 Const Jt. No data No data No data No data No data Lane 3* 1 No data No data No data No data No data Average lot 1 by row 5.59 6.19 6.05 5.19 Average lot 2 by row 5.13 5.70 6.00 4.97 Average lot 3 by row NO data Average by row 5.36 5.94 6.03 5.08 Average project 5.76
C-350 Table 172. Repeatability measurements for Percent Air voids and Thickness measured by GPR on I-35, TX Note: Readings were not calibrated with actual core data; Summary of results are shown in Table 170 and Table 171 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent LANE 1 1 A 4.98 5.08 5.03 0.07 5.53 5.58 5.55 0.03 LANE 1 1 B 4.32 4.35 4.34 0.02 6.34 6.25 6.30 0.06 LANE 1 1 C 4.23 4.20 4.21 0.02 6.11 6.11 6.11 0.00 LANE 1 1 J 4.36 4.34 4.35 0.01 5.13 5.19 5.16 0.04 LANE 1 2 A 4.44 4.38 4.41 0.04 5.58 5.83 5.70 0.17 LANE 1 2 B 3.94 3.96 3.95 0.01 6.44 6.36 6.40 0.05 LANE 1 2 C 4.13 4.02 4.08 0.07 5.88 6.12 6.00 0.17 LANE 1 2 J 4.11 3.94 4.03 0.12 5.11 5.38 5.24 0.19 LANE 1 3 A 4.15 4.08 4.12 0.05 5.55 5.71 5.63 0.11 LANE 1 3 B 3.93 3.92 3.92 0.01 6.27 6.30 6.29 0.02 LANE 1 3 C 3.97 3.92 3.95 0.04 5.99 6.09 6.04 0.08 LANE 1 3 J 4.10 3.90 4.00 0.14 5.00 5.22 5.11 0.15 LANE 1 4 A 4.28 4.23 4.25 0.04 5.46 5.62 5.54 0.11 LANE 1 4 B 4.06 4.11 4.08 0.03 6.24 6.08 6.16 0.11 LANE 1 4 C 4.09 4.06 4.08 0.02 6.00 6.05 6.03 0.03 LANE 1 4 J 4.14 4.14 4.14 0.01 5.35 5.26 5.31 0.06 LANE 1 5 A 4.92 4.77 4.85 0.11 5.45 5.68 5.56 0.16 LANE 1 5 B 4.22 4.25 4.24 0.02 6.20 6.19 6.20 0.01 LANE 1 5 C 4.23 4.21 4.22 0.02 6.14 6.18 6.16 0.03 LANE 1 6 A 4.77 4.70 4.73 0.05 5.53 5.64 5.59 0.08 LANE 1 6 B 4.53 4.52 4.53 0.00 5.79 5.79 5.79 0.00 LANE 1 6 C 4.29 4.36 4.33 0.05 6.07 5.89 5.98 0.13
C-351 Lot Sublot Test Point Thickness (calibrated) Air Voids Trial 1 Trial 2 Average Std dev Trial 1 Trial 2 Average Std dev (in) (in) (in) (in) percent percent percent percent LANE 1 6 J 4.32 4.18 4.25 0.10 5.01 5.24 5.13 0.16 LANE 2 1 A - - - - - - - - LANE 2 1 B 4.46 4.58 4.52 0.08 5.73 5.51 5.62 0.16 LANE 2 1 C 4.31 4.24 4.28 0.05 6.05 6.13 6.09 0.05 LANE 2 2 A - - - - - - - - LANE 2 2 B 4.42 4.48 4.45 0.04 5.83 5.62 5.72 0.15 LANE 2 2 C 4.12 4.14 4.13 0.01 6.19 6.17 6.18 0.01 LANE 2 3 A - - - - - - - - LANE 2 3 B 4.28 4.37 4.33 0.06 5.87 5.77 5.82 0.07 LANE 2 3 C 3.96 3.94 3.95 0.01 6.15 6.20 6.17 0.04 LANE 2 4 A - - - - - - - - LANE 2 4 B 4.46 4.54 4.50 0.06 5.68 5.53 5.61 0.11 LANE 2 4 C 4.31 4.35 4.33 0.03 5.90 5.85 5.87 0.04 LANE 2 5 A - - - - - - - - LANE 2 5 B 4.08 4.10 4.09 0.01 5.76 5.63 5.70 0.09 LANE 2 5 C 4.06 4.09 4.08 0.02 5.93 5.85 5.89 0.05 LANE 2 5 J 4.44 4.43 4.44 0.01 5.00 4.94 4.97 0.04 LANE 2 6 A 4.32 4.18 4.25 0.10 5.01 5.24 5.13 0.16 LANE 2 6 B 4.10 4.25 4.18 0.11 5.94 5.48 5.71 0.33 LANE 2 6 C 4.36 4.31 4.33 0.04 5.89 5.76 5.83 0.09 LANE 2 CJ* A - - - - - - - - LANE 2 CJ* B - - - - - - - - LANE 2 CJ* C - - - - - - - - * Transverse Construction Joint
C-352 Table 173. Density measured by Pavetracker â Non-nuclear Gage on I-35, TX, pcf Note: Test repetitions are shown in Table 174 Lot Sublot A B C J Average Average by lot Lane 1 1 141.6 135.6 137.8 131.2 136.5 2 143.7 145.3 141.5 123.4 138.5 3 144.2 143.3 142.5 125.2 138.8 4 142.5 139.7 138.3 123.5 136.0 5 139.8 145.9 139.6 126.3 137.9 6* 145.8 144.8 142.25 125.8 144.3 137.9 Average lot 1 by row 142.9 142.4 140.3 125.9 Average lot 2 by row - - - - Average lot 3 by row - - - - Average by row 142.9 142.4 140.3 125.9 Average project 137.9
C-353 Table 174. Repeatability in Density measured by Pavetracker on I-35, TX, pcf Note: Summary of results is shown in Table 173 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev LANE 1 1 A 141.3 140.8 140.5 143.6 141.6 1.4 LANE 1 1 B 137.0 133.9 136.9 134.5 135.6 1.6 LANE 1 1 C 135.7 138.0 139.1 138.2 137.8 1.4 LANE 1 1 J 132.0 131.6 134.0 127.1 131.2 2.9 LANE 1 2 A 144.9 142.5 144.1 143.1 143.7 1.1 LANE 1 2 B 143.8 144.5 149.0 143.9 145.3 2.5 LANE 1 2 C 140.7 142.4 141.2 141.6 141.5 0.7 LANE 1 2 J 125.6 120.1 125.4 122.6 123.4 2.6 LANE 1 3 A 142.6 144.9 144.3 145.0 144.2 1.1 LANE 1 3 B 146.9 142.0 142.7 141.6 143.3 2.4 LANE 1 3 C 141.0 144.5 138.7 145.8 142.5 3.2 LANE 1 3 J 127.4 126.9 122.4 124.1 125.2 2.4 LANE 1 4 A 144.1 142.1 143.7 140.2 142.5 1.8 LANE 1 4 B 142.8 137.6 139.9 138.6 139.7 2.3 LANE 1 4 C 137.4 139.0 138.5 138.4 138.3 0.7 LANE 1 4 J 126.6 121.6 125.4 120.3 123.5 3.0 LANE 1 5 A 141.8 142.1 136.9 138.4 139.8 2.6 LANE 1 5 B 146.0 146.0 146.4 145.1 145.9 0.6 LANE 1 5 C 141.3 134.8 144.7 137.5 139.6 4.3 LANE 1 5 J 131.3 127.7 128.6 117.6 126.3 6.0 LANE 1 6 A 143.8 147.5 145.4 146.4 145.8 1.6
C-354 Section Location Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Average Stdev LANE 1 6 B 146.6 143.7 143.9 144.9 144.8 1.3 LANE 1 6 C 142.5 143.9 142.6 140.0 142.3 1.6 LANE 1 6 J 128.0 122.5 128.4 124.4 125.8 2.9
C-355 Table 175. Density measured by PQI â Non-nuclear Gage on I-35, TX, pcf Note: Test repetitions are shown in Table 176 Lot Sublot A B C J Average Average by lot Lane 1 1 126.7 125.9 123.1 121.1 124.2 2 127.4 127.5 126.0 117.7 124.7 3 127.5 126.7 125.4 119.9 124.9 4 126.2 127.2 125.7 117.1 124.0 5 128.0 127.3 126.9 118.1 125.0 6* 127.3 127.9 127.3 118.3 125.2 125.0 Lane 2 1 123.2 125.5 122.4 123.7 2 121.9 124.3 125.9 124.0 3 122.4 123.9 127.3 124.5 4 125.0 121.9 124.0 123.6 5 124.4 125.0 123.5 124.3 6 124.9 130.1 122.1 125.7 Cons. Jt. 124.6 121.4 123.2 123.1 124.1 Lane 3 1 125.9 124.3 126.8 120.2 124.3 2 125.5 125.3 124.6 120.7 124.0 3 123.8 126.5 124.9 121.5 124.1 4 125.5 125.3 126.0 120.8 124.4 5 123.5 125.3 123.7 118.6 122.8 123.9 Average lot 1 by row 127.2 127.1 125.7 118.7 Average lot 2 by row 123.8 124.6 124.0 Average lot 3 by row 124.8 125.3 125.2 120.3 Average by row 125.2 125.6 124.9 119.4 Average project 124.3
C-356 Table 176. Repeatability in Density measured by PQI on I-35, TX, pcf Note: Summary of results is shown in Table 175 Lot/ Lane Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Avg Stdev LANE 1 1 A 125.7 127.2 127.0 127.0 - 126.7 0.69 LANE 1 1 B 125.6 125.9 126.0 126.0 - 125.9 0.19 LANE 1 1 C 122.7 122.6 123.4 123.7 - 123.1 0.54 LANE 1 1 J 120.0 122.0 121.0 121.2 - 121.1 0.82 LANE 1 2 A 127.4 127.9 127.6 126.8 - 127.4 0.46 LANE 1 2 B 127.8 126.8 127.5 128.0 - 127.5 0.53 LANE 1 2 C 126.3 126.2 125.5 125.8 126.0 0.37 LANE 1 2 J 116.6 116.9 119.0 118.4 - 117.7 1.16 LANE 1 3 A 127.9 127.9 127.3 126.9 - 127.5 0.49 LANE 1 3 B 126.6 126.9 126.9 126.5 - 126.7 0.21 LANE 1 3 C 125.1 125.1 125.7 125.7 - 125.4 0.35 LANE 1 3 J 120.5 121.3 118.0 119.8 - 119.9 1.41 LANE 1 4 A 126.5 126.4 125.9 125.9 - 126.2 0.32 LANE 1 4 B 127.3 127.2 126.8 127.3 - 127.2 0.24 LANE 1 4 C 125.5 125.8 125.5 125.8 - 125.7 0.17 LANE 1 4 J 117.1 117.2 117.5 116.6 - 117.1 0.37 LANE 1 5 A 128.1 127.7 128.2 127.8 - 128.0 0.24 LANE 1 5 B 127.2 127.1 127.4 127.4 - 127.3 0.15 LANE 1 5 C 128.9 126.5 126.3 125.7 - 126.9 1.41 LANE 1 6 A 127.0 127.7 127.5 127.1 - 127.3 0.33 LANE 1 6 B 128.3 127.8 127.8 127.5 - 127.9 0.33 LANE 1 6 C 126.7 127.9 126.8 127.9 - 127.3 0.67 LANE 1 6 J 118.1 119.2 117.7 118.2 - 118.3 0.64 LANE 2 1 A 123.2 123.2 123.9 122.3 - 123.2 0.66 LANE 2 1 B 125.5 125.5 124.8 126.0 - 125.5 0.49 LANE 2 1 C 125.1 120.6 121.5 122.3 - 122.4 1.94 LANE 2 2 A 122.3 121.7 121.8 121.9 - 121.9 0.26 LANE 2 2 B 124.0 124.2 124.3 124.5 - 124.3 0.21 LANE 2 2 C 126.1 125.8 125.3 126.4 - 125.9 0.47 LANE 2 3 A 121.7 122.2 123.1 122.4 - 122.4 0.58 LANE 2 3 B 121.4 125.0 124.5 124.6 123.9 1.66 LANE 2 3 C 127.5 127.6 127.3 126.7 - 127.3 0.40 LANE 2 4 A 125.2 125.0 124.5 125.4 - 125.0 0.39 LANE 2 4 B 121.1 121.9 122.1 122.5 - 121.9 0.59 LANE 2 4 C 123.1 123.5 124.5 124.7 - 124.0 0.77
C-357 Lot/ Lane Sublot Point Density, pcf Trial 1 Trial 2 Trial 3 Trial 4 Trial 5 Avg Stdev LANE 2 5 A 124.2 124.8 124.9 123.8 - 124.4 0.52 LANE 2 5 B 122.3 125.6 125.9 126.0 - 125.0 1.77 LANE 2 5 C 123.6 123.5 123.2 123.5 - 123.5 0.17 LANE 2 5 J 117.8 118.3 118.4 117.7 - 118.1 0.35 LANE 2 6 A 125.1 125.4 124.7 124.2 - 124.9 0.52 LANE 2 6 B 130.4 128.6 130.6 130.7 - 130.1 0.99 LANE 2 6 C 122.1 122.0 122.3 121.8 - 122.1 0.21 LANE 2 CJ A 125.0 124.6 124.8 123.9 - 124.6 0.48 LANE 2 CJ B 121.6 121.5 121.3 121.2 - 121.4 0.18 LANE 2 CJ C 122.9 122.6 123.3 123.9 - 123.2 0.56 LANE 3 1 A 125.6 126.3 126.2 125.6 - 125.9 0.38 LANE 3 1 B 124.4 124.3 124.1 124.4 - 124.3 0.14 LANE 3 1 C 126.7 126.8 126.7 126.9 - 126.8 0.10 LANE 3 1 J 121.5 120.3 120.0 118.8 - 120.2 1.11 LANE 3 2 A 125.4 125.6 125.4 125.7 - 125.5 0.15 LANE 3 2 B 124.6 125.2 125.4 126.1 - 125.3 0.62 LANE 3 2 C 124.7 124.9 124.5 124.2 - 124.6 0.30 LANE 3 2 J 120.8 119.7 121.2 121.0 - 120.7 0.67 LANE 3 3 A 124.2 124.0 122.9 124.0 - 123.8 0.59 LANE 3 3 B 126.6 125.8 127.0 126.4 - 126.5 0.50 LANE 3 3 C 125.2 124.3 125.0 124.9 - 124.9 0.39 LANE 3 3 J 121.3 121.8 120.7 122.0 - 121.5 0.58 LANE 3 4 A 125.8 125.6 125.7 124.9 - 125.5 0.41 LANE 3 4 B 125.3 125.2 125.0 125.5 - 125.3 0.21 LANE 3 4 C 126.3 126.4 124.7 126.6 - 126.0 0.88 LANE 3 4 J 120.6 122 121.2 119.2 - 120.8 1.18 LANE 3 5 A 123.9 122.0 124.2 123.9 - 123.5 1.01 LANE 3 5 B 125.3 125.2 125.0 125.5 - 125.3 0.21 LANE 3 5 C 123.6 123.6 124.1 123.6 - 123.7 0.25 LANE 3 5 J 118.5 119.1 118.7 117.9 - 118.6 0.50
C-358 Table 177. Modulus measured by PSPA on I-35, TX, ksi Note: Repeatability data is presented in Table 178 Lot Sublot A B C J Average Average by lot Lane 1 1 412.8 472.8 444.1 282.7 403.1 2 361.9 461.6 396.4 243.0 365.7 3 320.7 369.8 348.4 272.2 327.8 4 304.6 401.3 311.5 344.7 340.5 5 371.6 429.6 366.5 0.0 389.2 6* No data No data No data No data No data 364.0 Lane 2 1 274.0 296.2 325.7 No data 298.6 2 250.2 382.4 345.3 No data 326.0 3 254.1 303.3 340.5 No data 299.3 4 259.8 311.2 243.5 No data 271.5 5 264.0 294.1 245.0 No data 267.7 6 No data No data No data No data No data Const. Jt. No data No data No data No data No data 292.6 Lane 3* 1 303.7 169.9 274.8 106.8 213.8 2 305.0 127.8 290.5 No data 241.1 3 223.4 348.3 162.5 119.4 213.4 4 217.5 129.0 159.1 No data 168.5 5 143.1 119.8 153.1 107.3 130.9 192.3 Lane 3** 1 513.5 518.4 487.8 No data 2 464.4 493.2 491.9 No data 3 453.6 475.7 454.9 No data 4 407.2 447.2 456.6 No data 5 370.5 445.1 445.1 No data 461.7 Average lot 1 by row 354.3 427.0 373.4 285.6 Average lot 2 by row 260.5 317.5 300.0 * Average lot 3* row 238.6 179.0 208.0 111.2 Average lot 3** row 441.8 475.9 467.2 * Average by row 284.4 307.8 293.8 210.9 Average project 284.0* 372.1** * One hour after construction; ** 18 hours after construction
C-359 Table 178. Repeatability in Modulus measured by PSPA on I-35, TX, ksf Note: Summary of results is shown in Table 177 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev LANE 1 1 A 387 443 409 412.8 28.3 LANE 1 1 B 443 465 510 472.8 34.4 LANE 1 1 C 458 480 394 444.1 44.8 LANE 1 1 J 296 281 270 282.7 13.2 LANE 1 2 A 353 407 326 361.9 41.0 LANE 1 2 B 457 499 430 461.6 34.8 LANE 1 2 C 386 409 395 396.4 11.6 LANE 1 2 J 274 297 157 243.0 75.1 LANE 1 3 A 306 346 310 320.7 21.9 LANE 1 3 B 355 399 355 369.8 25.1 LANE 1 3 C 321 369 355 348.4 24.4 LANE 1 3 J 257 280 280 272.2 13.1 LANE 1 4 A 319 317 278 304.6 23.4 LANE 1 4 B 410 404 390 401.3 10.6 LANE 1 4 C 269 350 315 311.5 40.5 LANE 1 4 J 267 315 452 344.7 95.7 LANE 1 5 A 296 409 409 371.6 65.4 LANE 1 5 B 411 425 453 429.6 21.1 LANE 1 5 C 337 396 366 366.5 29.4 LANE 1 6 A x x x x x LANE 1 6 B x x x x x LANE 1 6 C x x x x x LANE 1 6 J x x x x x LANE 2 1 A 232 302 288 274.0 37.4 LANE 2 1 B 220 379 290 296.2 79.6 LANE 2 1 C 385 290 302 325.7 51.3 LANE 2 2 A 223 289 239 250.2 34.8 LANE 2 2 B 449 326 372 382.4 62.3 LANE 2 2 C 360 368 308 345.3 33.0 LANE 2 3 A 204 314 244 254.1 55.4 LANE 2 3 B 278 270 362 303.3 51.2
C-360 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev LANE 2 3 C 358 343 320 340.5 19.1 LANE 2 4 A 246 275 259 259.8 14.5 LANE 2 4 B 290 281 362 311.2 44.1 LANE 2 4 C 264 221 246 243.5 21.3 LANE 2 5 A 295 292 205 264.0 50.7 LANE 2 5 B 371 266 246 294.1 67.2 LANE 2 5 C 255 261 219 245.0 22.8 LANE 2 5 J x x x x x LANE 2 6 A x x x x x LANE 2 6 B x x x x x LANE 2 6 C x x x x x LANE 2 CJ A x x x x x LANE 2 CJ B x x x x x LANE 2 CJ C x x x x x LANE 3* 1 A 287 321 N/A 303.7 23.9 LANE 3* 1 B 227 113 N/A 169.9 80.1 LANE 3* 1 C 280 270 N/A 274.8 6.8 LANE 3* 1 J 116 98 N/A 106.8 12.6 LANE 3* 2 A 265 345 N/A 305.0 57.1 LANE 3* 2 B 137 119 N/A 127.8 12.7 LANE 3* 2 C 253 327 N/A 290.5 52.3 LANE 3* 2 J x x x x x LANE 3* 3 A 266 181 N/A 223.4 60.3 LANE 3* 3 B 402 295 N/A 348.3 76.1 LANE 3* 3 C 240 85 N/A 162.5 109.2 LANE 3* 3 J 131 108 N/A 119.4 16.6 LANE 3* 4 A 275 160 N/A 217.5 81.2 LANE 3* 4 B 143 115 N/A 129.0 20.0 LANE 3* 4 C 107 211 N/A 159.1 73.2 LANE 3* 4 J x x x x x LANE 3* 5 A 186 100 N/A 143.1 61.2 LANE 3* 5 B 107 133 N/A 119.8 18.8 LANE 3* 5 C 145 161 N/A 153.1 11.8
C-361 Lot Sublot Point Trial 1 Trial 2 Trial 3 Average Stdev LANE 3* 5 J 105 110 N/A 107.3 3.5 LANE 3** 1 A 514 501 525 513.5 11.9 LANE 3** 1 B 485 527 544 518.4 30.3 LANE 3** 1 C 448 534 481 487.8 43.5 LANE 3** 1 J x x x x x LANE 3** 2 A 506 460 428 464.4 39.4 LANE 3** 2 B 490 534 456 493.2 39.3 LANE 3** 2 C 478 532 466 491.9 35.3 LANE 3** 2 J x x x x x LANE 3** 3 A 459 361 541 453.6 89.9 LANE 3** 3 B 529 474 423 475.7 52.9 LANE 3** 3 C 427 414 524 454.9 59.8 LANE 3** 3 J x x x x x LANE 3** 4 A 394 396 432 407.2 21.1 LANE 3** 4 B 450 482 409 447.2 36.7 LANE 3** 4 C 477 473 420 456.6 31.5 LANE 3** 4 J x x x x x LANE 3** 5 A 370 372 370 370.5 1.1 LANE 3** 5 B 444 444 448 445.1 2.1 LANE 3** 5 C 462 411 462 445.1 29.9 LANE 3** 5 J x x x x x * One hour after construction; ** 18 hours after construction
C-362 Table 179. Comparison of Laboratory measured and PSPA Modulus on I-35, TX, psi Note: Summary of results is shown in Table 177 and Repeatability data in Table 178 Specimen ID Modulus Lab PSPA Difference Section 1. Core 1A 356000 413000 16% Section 1. Core 3A 369983 321000 13% Section 1. Core 5B 379415 430000 13% Section 2. Core 3C 346000 340000 2% Section 2. Core 4A-1 285000 260000 9% Section 2. Core 4B 358875 311000 13% Section 3. Core 1C 492000 483000 2% Section 3. Core 2B 433000 493000 14% Section 3. Core 4C 440423 457000 4%
C-363 Table 180. Density measured by Nuclear Gauge on I-35, TX, pcf Note: Single measurements were made at each point Lot Sublot A B C J Average Average by lot Lane 1 1 145.5 143.5 138.5 128.1 138.9 2 147.6 146.4 142.9 132.1 142.3 3 146.5 146.1 144.2 130.0 141.7 4 142.2 144.1 140.3 129.9 139.1 5 147.8 147.3 141.8 131.5 142.1 6* 147.1 146.8 143.2 125.7 140.7 140.8 Lane 2 1 128.0 130.5 146.5 * 135.0 2 142.6 140.8 147.0 * 143.5 3 141.6 143.4 150.5 * 145.2 4 145.6 139.5 139.3 * 141.5 5 141.4 138.5 140.1 * 140.0 6 143.8 144.4 140.7 * 143.0 Const Jt. 138.6 135.8 138.3 * 137.6 140.8 Lane 3* 1 143.6 128.1 139.8 129.3 135.2 2 143.0 139.8 136.0 124.3 135.8 3 136.0 139.5 140.1 124.3 135.0 4 140.9 138.3 136.2 128.9 136.1 5 135.7 137.6 126.5 120.5 130.1 134.4 Average lot 1 by row 146.1 145.7 141.8 129.6 Average lot 2 by row 140.2 139.0 143.2 * Average lot 3 by row 139.8 136.7 135.7 125.5 Average by row 142.1 140.6 140.7 127.7 Average project 138.8
C-364 Table 181. Core height measurements on I-35, TX, inch Specimen, lot-sublot point Height Measurements 1 2 3 4 Average Lane 1 â 1A x x x x 3.33 Lane 1 â 3A x x x x x Lane 1 â 5B x x x x 3.45 Lane 2 â 4A x x x x x Lane 2 â 4B x x x x x Lane 2 â 3C x x x x x Lane 3 â 1C x x x x x Lane 3 â 2B x x x x x Lane 3 â 4C x x x x x Table 182. Air voids from cores on I-35, TX, inch Specimen, lot-sublot point Dry Weight, gm Submerged Weight, gm SSD Weight, gm Bulk Specific Gravity Gmb Theor. Max Spec gravity, Gmm Percent Air Voids Lane 1 â 1A - - - - - - Lane 1 â 3A 3261 1847.7 3263.7 2.303 2.462 6.5 Lane 1 â 5B 3249.1 1836.8 3260.8 2.282 2.462 7.3 Lane 2 â 4A 2359.9 1334.6 2365.4 2.289 2.462 7.0 Lane 2 â 4B 2625 1490.6 2632 2.300 2.462 6.6 Lane 2 â 3C 2864.5 1650.9 2865.4 2.359 2.462 4.2 Lane 3 â 1C - - - - - - Lane 3 â 2B - - - - - - Lane 3 â 4C 3085.4 1745.4 3097.3 2.282 2.462 7.3
C-365 Table 183. Dynamic Modulus Test results for I-35, TX, HMA, psi Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 14 1 11,751,234 11,114,097 10,552,517 9,433,055 7,909,937 7,482,062 2 10,874,108 10,378,841 9,553,877 8,458,348 6,748,046 6,382,897 3 9,469,871 8,850,972 8,580,794 7,426,643 6,088,080 5,787,464 Average 10,698,404 10,114,637 9,562,396 8,439,349 6,915,354 6,550,808 CV, % 10.76 11.41 10.31 11.89 13.34 13.12 40 1 10,036,405 9,171,859 9,078,787 7,324,681 6,994,478 5,215,454 2 8,848,540 8,589,329 8,226,239 6,839,080 6,546,194 5,039,292 3 8,533,549 8,036,650 7,851,198 6,649,232 6,331,697 5,010,286 Average 9,139,498 8,599,279 8,385,408 6,937,664 6,624,123 5,088,344 CV, % 8.67 6.60 7.50 5.02 5.11 2.18 70 1 5,414,297 4,764,000 4,164,730 3,142,821 2,634,981 1,845,000 2 4,824,896 4,196,728 3,690,083 2,618,905 2,181,193 1,514,874 3 5,543,182 4,943,922 4,489,297 3,467,926 3,057,037 2,205,774 Average 5,260,792 4,634,883 4,114,704 3,076,551 2,624,404 1,855,216 CV, % 7.28 8.41 9.77 13.92 16.69 18.63 100 1 2,928,299 2,459,924 2,111,651 1,486,457 1,230,034 855,449 2 2,930,915 2,459,418 2,036,833 1,323,791 1,120,203 791,363 3 Average 2,929,607 2,459,671 2,074,242 1,405,124 1,175,118 823,406 CV, % 0.06 0.01 2.55 8.19 6.61 5.50
C-366 Temperature, °F Replicate E* Measured at Frequency 25 10 5 1 0.5 0.1 130 1 1,370,126 1,093,234 948,880 708,449 617,503 496,747 2 1,463,116 1,143,621 981,316 697,912 615,765 464,824 3 Average 1,416,621 1,118,428 965,098 703,181 616,634 480,786 CV, % 4.64 3.19 2.38 1.06 0.20 4.70 Table 184. Repeated load test results for I-35, TX, HMA Replicate Repeated Load @ 147 deg F Flow time, cycles Applied stress, psi Maximum LVDT slope Minimum LVDT slope 1 10,000 77.1 0.110 0.109 2 3 Average 77.1 0.110 0.109 CV, % N/A N/A N/A
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-367 Table 185. Indirect Tensile Strength Results Summary for HMA Projects under Part A Sample % Air Voids Test Temp, °C Peak Load, kgf Minnesota 1 7.4 19 1155.4 Minnesota 3 6.9 19 1181.5 Minnesota 4 6.6 19 1314.1 Average 1217.0 CV, % 7.0 I85 SMA 1 7.7 25 804.2 I85 SMA 2 7.5 25 769.8 I85 SMA 3 7.4 25 889.6 Average 821.2 CV, % 7.5 US280 10/29/2004 1 6.4 25 1033.7 US280 10/29/2004 2 7.1 25 1092.3 US280 10/29/2004 3 6.4 25 1150.5 Average 1092.2 CV, % 5.3 US280 12/16/2004 1 7.0 25 975.8 US280 12/16/2004 6 6.7 25 1158.7 US280 12/16/2004 8 6.5 25 1316.6 Average 1150.4 CV, % 14.8 Texas 1 6.4 22 1575.6 Texas 2 6.5 22 1735.4 Texas 3 7.0 22 1405.1 Average 1572.0 CV, % 10.5
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-368 PART B TESTING UNBOUND MATERIAL TEST DATA
NCHRP Project 10-65âVolume 3: Appendices June 2008 Appendix CâData Collected from the Field Evaluations Final Report C-369 US-2, ND SUBGRADE TESTING 25 59 +0 0 Testing direction East Bound (towards Minot) Legend Only Geogauge tests Tests conducted with Geogauge and DCP 2 55 5+ 00 25 56 +0 0 25 57 +0 0 25 61 +0 0 25 63 +0 0 25 65 +0 0 25 69 +0 0 C A 25 71 +0 0 25 73 +0 0 25 67 +0 0 B Shoulder 25 59 +0 0 25 59 +0 0 25 55 +0 0 25 55 +0 0 25 56 +0 0 25 56 +0 0 25 57 +0 0 25 57 +0 0 25 61 +0 0 25 61 +0 0 25 63 +0 0 25 63 +0 0 25 65 +0 0 25 65 +0 0 25 69 +0 0 25 69 +0 0 25 71 +0 0 25 71 +0 0 25 73 +0 0 25 73 +0 0 25 67 +0 0 25 67 +0 0
C-370 Table 186. Modulus measured by Geogauge B25C in US-2, ND Subgrade, ksi Station Trial Modulus Average Std Dev 2555+00 1 10.46 2555+00 2 11.38 2555+00 3 10.56 10.8 0.5 2556+00 1 17.25 2556+00 2 13.08 2556+00 3 15.63 15.32 2.1 2557+00 1 10.85 2557+00 2 13.96 2557+00 3 12.41 12.41 1.56 2559+00 1 13.89 2559+00 2 14.11 2559+00 3 13.53 13.84 0.29 2561+00 1 15.78 2561+00 2 13.78 2561+00 3 14.04 14.53 1.09 2563+00 1 11.07 2563+00 2 9.87 2563+00 3 7.62 9.52 1.75 2565+00 1 14.95 2565+00 2 15.97 2565+00 4 8.54 9.28 1.51 2567+00 1 10.97 2567+00 2 12.23 2567+00 3 17.12 16.01 1.09 2567+00 1 16.09 2567+00 2 17.43 2567+00 3 15.14 16.22 1.15 2569+00 1 12.5 2569+00 2 12.83 2569+00 3 11.91 12.41 0.47 2571+00 1 12.04 2571+00 2 12.72 2571+00 3 14.12 12.96 1.06 2573+00 1 8.63 2573+00 2 10.72 2573+00 3 9.37 9.57 1.06
C-371 Table 187. Modulus measured by Geogauge B24C in US-2, ND Subgrade, ksi Station Trial Modulus Average Std Dev 2555+00 1 10.09 1.02 2555+00 2 11.78 1.11 2555+00 3 10.44 1.02 10.77 2556+00 1 11.11 1.04 2556+00 2 13.58 1.06 2556+00 3 12.9 1.03 12.53 2557+00 1 8.58 1.03 2557+00 2 10.09 1.04 2557+00 3 11.79 1.11 10.15 2559+00 1 14.94 1.02 2559+00 2 13.7 1.04 2559+00 3 13.37 1.05 14.00 2561+00 1 13.46 1.04 2561+00 2 10.57 1.03 2561+00 3 12.67 1.03 12.23 2563+00 1 10.67 1.21 2563+00 2 10.38 1.07 2563+00 3 8.36 1.35 9.80 2565+00 1 14.01 1.04 2565+00 2 12.63 1.02 2565+00 4 12.71 1.02 13.12 2567+00 1 11.83 1.02 2567+00 2 12.96 1.02 2567+00 3 14.35 1.02 13.05 2567+00 1 21.42 1.14 2567+00 2 21.89 1.18 2567+00 3 24.3 1.15 22.54 2569+00 1 not tested 2569+00 2 not tested 2569+00 3 not tested - - 2571+00 1 14.93 1.03 2571+00 2 11.56 1.1 2571+00 3 13.94 1.02 13.48 2573+00 1 12.93 1.03 2573+00 2 9.42 1.05 2573+00 3 11.94 1.04 11.43
C-372 Table 188. Penetration Index measured by DCP in US-2, ND Subgrade, mm/blow Station # of Blows mm/blow Average 2555+00 5 10.2 2555+00 10 9.2 2555+00 15 9 2555+00 20 8.7 2555+00 25 8.08 2555+00 30 7.53 2555+00 35 7.26 2555+00 40 7.03 8.37 2561+00 5 15.2 2561+00 10 12.5 2561+00 15 11 2561+00 20 10 2561+00 25 9.28 2561+00 30 8.33 2561+00 35 7.71 10.58 2567+00 5 13 2567+00 10 12.7 2567+00 15 12.13 2567+00 20 11.15 2567+00 25 10.6 2567+00 30 10.1 11.61 2571+00 5 11.8 2571+00 10 11.8 2571+00 15 10.87 2571+00 20 9.8 2571+00 25 9.56 2571+00 30 9.67 10.58
C-373 Table 189. Modulus measured by DSPA in US-2, Subgrade, ksi Station Trial Average 2555+00 3 24 2556+00 3 39 2557+00 3 36 2559+00 3 37 2561+00 3 32 2563+00 3 34 2565+00 2 38 2567+00 2 19 2567+00 3 44 2569+00 3 - 2571+00 3 39 2573+00 3 32
C-374 Table 190. Summary of Resilient Modulus Test Results in US-2, ND Subgrade Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 13.9 7.9 7.9 29.7 2.8 6.0 24933 25721 2 11.3 5.9 5.9 23.1 2.5 5.4 23623 23647 3 9.0 3.9 3.9 16.8 2.4 5.1 20241 20611 4 6.5 1.9 1.9 10.3 2.2 4.6 16739 16739 5 16.9 7.9 7.9 32.7 4.2 9.0 22306 22238 6 14.3 5.9 5.9 26.1 4.0 8.4 21001 20645 7 12.0 3.9 3.9 19.8 3.8 8.1 18647 18347 8 9.5 1.9 1.9 13.3 3.6 7.6 15499 15550 9 19.8 7.9 7.9 35.6 5.6 11.9 19664 19500 10 17.4 5.9 5.9 29.2 5.4 11.5 18567 18090 11 15.0 3.9 3.9 22.8 5.2 11.1 16886 16381 12 12.6 1.9 1.9 16.4 5.0 10.7 14367 14245 13 23.8 7.9 7.9 39.6 7.5 15.9 16379 16479 14 21.4 5.9 5.9 33.2 7.3 15.5 15244 15424 15 18.9 3.9 3.9 26.7 7.1 15.0 14010 14221 16 16.6 1.9 1.9 20.4 6.9 14.7 12356 12648 Repetition 2 1 13.8 7.9 7.9 29.6 2.8 5.9 26954 28158 2 11.4 5.9 5.9 23.2 2.6 5.5 26080 26311 3 9.0 3.9 3.9 16.8 2.4 5.1 23785 23846 4 6.6 1.9 1.9 10.4 2.2 4.7 19950 20339 5 16.8 7.9 7.9 32.6 4.2 8.9 24215 24094 6 14.4 5.9 5.9 26.2 4.0 8.5 23262 22689 7 12.0 3.9 3.9 19.8 3.8 8.1 21536 20864 8 9.5 1.9 1.9 13.3 3.6 7.6 18865 18449 9 19.7 7.9 7.9 35.5 5.6 11.8 20941 20936 10 17.3 5.9 5.9 29.1 5.4 11.4 20200 19833 11 14.9 3.9 3.9 22.7 5.2 11.0 18778 18433 12 12.7 1.9 1.9 16.5 5.1 10.8 16627 16474 13 23.8 7.9 7.9 39.6 7.5 15.9 17582 17417 14 21.4 5.9 5.9 33.2 7.3 15.5 16533 16611 15 19.0 3.9 3.9 26.8 7.1 15.1 15327 15613 16 16.5 1.9 1.9 20.3 6.9 14.6 13804 14397
C-375 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 3 1 13.8 7.9 7.9 29.6 2.8 5.9 28533 29477 2 11.4 5.9 5.9 23.2 2.6 5.5 26161 27039 3 9.0 3.9 3.9 16.8 2.4 5.1 22952 23857 4 6.6 1.9 1.9 10.4 2.2 4.7 20330 19483 5 16.9 7.9 7.9 32.7 4.2 9.0 24360 23995 6 14.5 5.9 5.9 26.3 4.1 8.6 22599 22234 7 12.0 3.9 3.9 19.8 3.8 8.1 20226 20107 8 9.6 1.9 1.9 13.4 3.6 7.7 17671 17116 9 19.8 7.9 7.9 35.6 5.6 11.9 20527 20055 10 17.4 5.9 5.9 29.2 5.4 11.5 19164 18725 11 15.0 3.9 3.9 22.8 5.2 11.1 17072 17067 12 12.6 1.9 1.9 16.4 5.0 10.7 14940 14939 13 23.7 7.9 7.9 39.5 7.4 15.8 16633 16033 14 21.7 5.9 5.9 33.5 7.4 15.8 14956 14775 15 18.9 3.9 3.9 26.7 7.1 15.0 13364 13944 16 16.7 1.9 1.9 20.5 7.0 14.8 11671 12401 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 1,913.6 2,244.4 2,458.3 K2 0.496 0.389 0.496 K3 -2.490 -2.487 -3.178
C-376 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 55. Resilient Modulus vs. Deviator Stress in US-2, ND Subgrade Rep 1 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 56. Bulk stress vs. Resilient Modulus in US-2, ND Subgrade â Rep 1 y = 1.0105x - 189.24 R2 = 0.9918 0 5000 10000 15000 20000 25000 30000 0 5000 10000 15000 20000 25000 30000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 57. Predicted vs Measured Resilient Modulus inUS-2, ND SubgradeâRep 1
C-377 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 58. Resilient Modulus vs. Deviator Stress inUS-2, ND Subgrade â Rep 2 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 59. Bulk stress vs. Resilient Modulus in US-2, ND Subgrade â Rep 2 y = 1.0136x - 273.91 R2 = 0.9856 0 5000 10000 15000 20000 25000 30000 0 5000 10000 15000 20000 25000 30000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 60. Predicted vs Measured Resilient Modulus US-2, ND SubgradeâRep 2
C-378 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 61. Resilient Modulus vs. Deviator Stress in US-2, ND Subgrade â Rep 3 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 62. Bulk stress vs. Resilient Modulus in US-2, ND Subgrade â Rep 3 y = 1.0235x - 450.99 R2 = 0.985 0 5000 10000 15000 20000 25000 30000 35000 0 5000 10000 15000 20000 25000 30000 35000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 63. Predicted vs Measured Resilient Modulus US-2, ND Subgradeâ Rep 3
C-379 US-2, ND BASE TESTING East US-2 Test Sections Minot Williston Tests conducted on newly laid base and subgrade layers Tests conducted on base laid in 2005 construction year Tests conducted on newly placed AC layers 50 58 +0 0 Paving direction East Bound (towards Minot) Legend Only Geogauge tests Tests conducted with Geogauge and DCP 50 52 +0 0 50 54 +0 0 50 56 +0 0 50 62 +0 0 50 64 +0 0 50 66 +0 0 50 72 +0 0 C B A 50 76 +0 0 50 78 +0 0 Inner Lane 50 50 +0 0 50 70 +0 0 50 82 +0 0 C A 50 58 +0 0 50 58 +0 0 50 52 +0 0 50 52 +0 0 50 54 +0 0 50 54 +0 0 50 56 +0 0 50 56 +0 0 50 62 +0 0 50 62 +0 0 50 64 +0 0 50 64 +0 0 50 66 +0 0 50 66 +0 0 50 72 +0 0 50 72 +0 0 50 76 +0 0 50 76 +0 0 50 78 +0 0 50 78 +0 0 50 50 +0 0 50 50 +0 0 50 70 +0 0 50 70 +0 0 50 82 +0 0 50 82 +0 0 Section 1 of Base Layer of Route 2 Near Stanley, North Dakota 24 85 +0 0 Testing direction East Bound (towards Minot) Legend Only Geogauge tests Tests conducted with Geogauge and DCP 2 49 3+ 00 24 91 +0 0 24 89 +0 0 24 81 +0 0 24 79 +0 0 24 77 +0 0 24 69 +0 0 C A 24 65 +0 0 24 61 +0 0 24 73 +0 0 24 57 +0 0 D Shoulder 24 85 +0 0 24 85 +0 0 24 93 +0 0 24 93 +0 0 24 91 +0 0 24 91 +0 0 24 89 +0 0 24 89 +0 0 24 81 +0 0 24 81 +0 0 24 79 +0 0 24 79 +0 0 24 77 +0 0 24 77 +0 0 24 69 +0 0 24 69 +0 0 24 65 +0 0 24 65 +0 0 24 61 +0 0 24 61 +0 0 24 73 +0 0 24 73 +0 0 24 57 +0 0 24 57 +0 0 Section 2 of Base Layer of Route 2 Near Ray, North Dakota
C-380 Table 191. Modulus measured by Geogauge B25C in US-2 Section 1, ND Base, ksi Station Point Trial . Modulus Average Std Dev 5050+00 C 1 34.37 5050+00 C 2 26.78 5050+00 C 3 38.08 5050+00 C 4 34.71 33.49 4.77 5052+00 A 1 18.79 5052+00 A 2 19.21 5052+00 A 3 18.09 18.7 0.57 5054+00 C 1 37.67 5054+00 C 2 37.38 5054+00 C 3 28.52 5054+00 C 4 36.09 34.92 4.32 5056+00 A 1 17.9 5056+00 A 2 19.1 5056+00 A 3 18.45 18.48 0.6 5058+00 C 1 45.04 5058+00 C 2 39.18 5058+00 C 3 31.37 5058+00 C 4 41.6 39.3 5.81 5062+00 A 1 28.63 5062+00 A 2 30.33 5062+00 A 3 32.22 30.39 1.8 5064+00 C 1 23.05 5064+00 C 2 26.7 5064+00 C 3 28.17 5064+00 C 4 22.89 25.2 2.65 5066+00 A 1 24.93 5066+00 A 2 26.24 5066+00 A 3 26.6 25.92 0.88 5070+00 C 1 21.04 5070+00 C 2 26.71 5070+00 C 3 27.64 5070+00 C 4 24.68 25.02 2.93 5072+00 A 1 33.06 5072+00 A 2 18.68 5072+00 A 3 31.71 5072+00 A 4 26.98 27.61 6.5 5076+00 C 1 28.71 5076+00 C 2 31.56 5076+00 C 3 27.68 29.32 2.01 5078+00 A 1 17.71 Table 191. Modulus measured by Geogauge B25C in US-2 Section 1, ND Base, ksi Continued
C-381 Station Point Trial Modulus Average Std Dev 5078+00 A 2 19.5 5078+00 A 3 19.54 18.92 1.05 5082+00 A 1 23.43 5082+00 A 2 21.05 5082+00 A 3 25.52 23.33 2.24 5082+00 A 1 26.66 5082+00 A 2 25.03 5082+00 A 3 27.06 26.25 1.08 5082+00 B 1 21.68 5082+00 B 2 32.53 5082+00 B 3 28.97 5082+00 B 4 29.16 28.09 4.57 5082+00 C 1 26.25 5082+00 C 2 26.23 5082+00 C 3 28.06 26.85 1.05 5082+00 C 1 33.46 5082+00 C 2 29.99 5082+00 C 3 26.75 5082+00 C 4 33.3 30.88 3.18
C-382 Table 192. Modulus measured by Geogauge B25C in US-2 Section 2, ND Base, ksi Station Point Trial Modulus Average Std Dev 2493+00 A 1 17.77 2493+00 A 2 15.56 2493+00 A 3 15.3 16.21 1.35724 2491+00 C 1 17.54 2491+00 C 2 16.61 2491+00 C 3 17.79 17.3133 0.6218 2489+00 A 1 15.89 2489+00 A 2 15.05 2489+00 A 3 14.93 15.29 0.52307 2485+00 D 1 19.45 2485+00 D 2 19.76 2485+00 D 3 18.77 19.3267 0.50639 2481+00 A 1 15.83 2481+00 A 2 15.73 2481+00 A 3 16.18 15.9133 0.23629 2479+00 D 1 15.8 2479+00 D 2 18 2479+00 D 3 17.34 17.0467 1.12895 2477+00 C 1 16.72 2477+00 C 2 16.4 2477+00 C 3 16.46 16.5267 0.1701 2473+00 A 1 17.05 2473+00 A 2 17.75 2473+00 A 3 13.49 16.0967 2.28441 2469+00 C 1 19.8 2469+00 C 2 16.64 2469+00 C 3 17.93 18.1233 1.58885 2465+00 C 1 16.08 2465+00 C 2 17.48 2465+00 C 3 17.07 16.8767 0.71975 2461+00 A 1 17 2461+00 A 2 16 2461+00 A 3 15.07 16.0233 0.96521 2457+00 C 1 17.02 2457+00 C 2 15.98 2457+00 C 3 16.88 16.6267 0.56439
C-383 Table 193. Modulus measured by Geogauge B24C in US-2 Section 1, ND Base, ksi Station Point Trial Modulus Average Std Dev 5050+00 C 1 32.1 5050+00 C 2 27.83 5050+00 C 3 37.78 5050+00 C 4 33.06 32.69 4.08 5052+00 A 1 18.12 5052+00 A 2 19.16 5052+00 A 3 20.54 19.27 1.21 5054+00 C 1 41.28 5054+00 C 2 42.56 5054+00 C 2a 43.83 5054+00 C 4 36.25 40.98 3.32 5056+00 A 1 18.14 5056+00 A 2 19.66 5056+00 A 3 18.62 18.81 0.78 5058+00 C 1 32.97 5058+00 C 2 18.66 5058+00 C 2a 26.14 5058+00 C 3 24.37 27.83 4.54 5062+00 A 1 25.89 5062+00 A 2 32.9 5062+00 A 3 30.58 29.79 3.57 5064+00 C 1 20.76 5064+00 C 2 24.14 5064+00 C 3 22.3 22.4 1.69 5066+00 A 1 28.36 5066+00 A 2 23.25 5066+00 A 3 18.16 5066+00 A 4 27.51 26.37 2.74 5070+00 C 1 27.47 5070+00 C 2 22.72 5070+00 C 2a 20.87 5070+00 C 3 21.86 5070+00 C 3a 26.26 23.84 2.87 5072+00 A 1 34.71 5072+00 A 2 28.86 5072+00 A 3 29.84 31.14 3.13 5076+00 C 1 29.56 5076+00 C 2 31.67 5076+00 C 3 26.3 Table 193. Modulus measured by Geogauge B24C in US-2 Section 1, ND Base, ksi Continued
C-384 Station Point Trial Modulus Average Std Dev 5076+00 C 3a 31.03 30.75 1.08 5078+00 A 1 19.81 5078+00 A 2 19.98 5078+00 A 3 20.47 20.09 0.34 5082+00 A 1 26.23 5082+00 A 2 27.78 5082+00 A 3 25.58 26.53 1.13 5082+00 A 1 26.47 5082+00 A 2 19.61 5082+00 A 3 26.36 24.15 3.93 5082+00 B 1 29.99 5082+00 B 2 20.16 5082+00 B 3 21.19 5082+00 B 4 27.57 24.73 4.8 5082+00 C 1 27.45 5082+00 C 2 19.16 5082+00 C 3 28.41 23.94 4.67 5082+00 C 1 33.29 5082+00 C 2 23.45 5082+00 C 3 30.7 29.15 5.1
C-385 Table 194. Modulus measured by Geogauge B24C in US-2 Section 2, ND Base, ksi Station Point Trial Modulus Average Std Dev 2493+00 A 1 16.92 2493+00 A 2 19.75 2493+00 A 3 19.56 18.7433 1.58191 2491+00 C 1 18.35 2491+00 C 2 17.72 2491+00 C 3 19.41 18.4933 0.85407 2489+00 A 1 12.84 2489+00 A 2 16.09 2489+00 A 3 13.02 13.9833 1.82665 2485+00 D 1 19.39 2485+00 D 2 18.74 2485+00 D 3 20.89 19.6733 1.10265 2481+00 A 1 12.24 2481+00 A 2 17.18 2481+00 A 3 17.09 15.5033 2.82649 2479+00 D 1 17.31 2479+00 D 2 15.81 2479+00 D 3 18.39 17.17 1.29569 2477+00 C 1 18.39 2477+00 C 2 17.92 2477+00 C 3 17.98 18.0967 0.2558 2473+00 A 1 18.06 2473+00 A 2 14.25 2473+00 A 3 17.7 16.67 2.1035 2469+00 C 1 20.92 2469+00 C 2 18.37 2469+00 C 3 20.14 19.81 1.30664 2465+00 C 1 17.39 2465+00 C 2 18.13 2465+00 C 3 16.53 17.35 0.80075 2461+00 A 1 15.67 2461+00 A 2 14.99 2461+00 A 3 16.32 15.66 0.66506 2457+00 C 1 17.95 2457+00 C 2 14.33 2457+00 C 3 15.93 16.07 1.81406
C-386 Table 195. Penetration Index measured by DCP in US-2 Section 1, ND Base, mm/blow Station Point # of Blows mm/blow Average 5078+00 A 5 14.8 5078+00 A 10 10.9 5078+00 A 15 9 5078+00 A 20 8.05 5078+00 A 25 7.36 5078+00 A 30 6.9 5078+00 A 35 6.63 5078+00 A 40 6.45 5078+00 A 45 6.4 5078+00 A 50 6.26 8.27 5082+00 A 5 14.2 5082+00 A 10 10.4 5082+00 A 15 8.67 5082+00 A 20 7.65 5082+00 A 25 7 5082+00 A 30 6.47 5082+00 A 35 6.09 5082+00 A 40 5.93 5082+00 A 45 5.8 5082+00 A 50 5.8 5082+00 A 55 5.84 7.62 5082+00 C 5 11 5082+00 C 10 9.7 5082+00 C 15 8.27 5082+00 C 20 7.5 5082+00 C 25 7.12 5082+00 C 30 6.77 5082+00 C 35 6.34 5082+00 C 40 6.13 5082+00 C 45 6.02 5082+00 C 50 5.86 5082+00 C 55 5.71 7.31 5082+00 C 5 8.4 5082+00 C 10 7.7 5082+00 C 15 7.27 5082+00 C 20 6.85 5082+00 C 25 6.6 5082+00 C 30 6.43 5082+00 C 35 6.31 5082+00 C 40 6.1 Table 195. Penetration Index measured by DCP in US-2 Section 1, ND Base, mm/blow Continued Station Point # of Blows mm/blow Average
C-387 5082+00 C 45 5.93 5082+00 C 50 5.84 5082+00 C 55 5.76 6.65
C-388 Table 196. Penetration Index measured by DCP in US-2 Section 2, ND Base, mm/blow Station # of Blows mm/blow Average 2465+00 5 15.6 2465+00 10 11.4 2465+00 15 9.8 2465+00 20 8.7 2465+00 25 7.72 2465+00 30 6.97 2465+00 35 6.37 2465+00 40 6.03 2465+00 45 5.71 2465+00 50 5.54 8.38 2481+00 5 12.4 2481+00 10 12 2481+00 15 9 2481+00 20 8.25 2481+00 25 7.6 2481+00 30 7.1 2481+00 35 6.71 2481+00 40 6.6 2481+00 45 6.98 8.52 2485+00 5 9 2485+00 10 8.4 2485+00 15 8 2485+00 20 7.35 2485+00 25 6.76 2485+00 30 6.2 2485+00 35 5.69 2485+00 40 5.4 2485+00 45 5.11 2485+00 50 4.9 2485+00 55 4.67 2485+00 60 4.55 2485+00 65 4.43 6.19 2489+00 5 10.6 2489+00 10 9.1 2489+00 15 8.27 2489+00 20 7.35 2489+00 25 6.72 2489+00 30 6.33 2489+00 35 5.97 Table 196. Penetration Index measured by DCP in US-2 Section 2, ND Base, mm/blow Continued Station # of Blows mm/blow Average
C-389 2489+00 40 5.85 2489+00 45 5.73 2489+00 50 5.74 7.17
C-390 Table 197. Modulus measured by DSPA in US-2 section 1, Base, ksi Station Point Trial Average 5050+00 C 3 56 5052+00 A 3 34 5054+00 C 4 63 5056+00 A 3 30 5058+00 C 4 104 5062+00 A 3 61 5064+00 C 4 51 5066+00 A 3 49 5070+00 C 4 - 5072+00 A 4 59 5076+00 C 3 55 5078+00 A 3 39 5082+00 A 3 33 5082+00 A 3 64 5082+00 B 4 47 5082+00 C 3 47 5082+00 C 4 61
C-391 Table 198. Modulus measured by DSPA in US-2 section 2, Base, ksi Station Point Trial Average 2457+00 B 3 95 2461+00 A 3 86 2465+00 C 3 82 2469+00 B 3 84 2473+00 A 3 103 2477+00 B 3 64 2479+00 C 3 90 2481+00 A 3 96 2485+00 C 3 69 2489+00 A 3 101 2491+00 B 3 39 2493+00 A 3 82
C-392 Table 199. Summary of Resilient Modulus Test Results in US-2, ND Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 5.3 2.9 2.9 11.1 1.1 2.4 24855 18341 2 10.4 5.9 5.9 22.2 2.1 4.5 34276 33329 3 17.2 9.9 9.9 37.0 3.4 7.3 48794 50639 4 25.7 14.9 14.9 55.5 5.1 10.8 67769 69238 5 34.2 19.9 19.9 74.0 6.7 14.3 85945 85330 6 6.8 2.9 2.9 12.6 1.8 3.9 23848 19990 7 13.5 5.9 5.9 25.3 3.6 7.6 33882 35449 8 22.2 9.9 9.9 42.0 5.8 12.3 48316 52206 9 33.3 14.9 14.9 63.1 8.7 18.4 68820 69278 10 44.4 19.9 19.9 84.2 11.5 24.5 88965 83290 11 9.8 2.9 2.9 15.6 3.3 6.9 23457 22973 12 19.4 5.9 5.9 31.2 6.4 13.5 34971 38912 13 32.1 9.9 9.9 51.9 10.5 22.2 52585 54886 14 48.4 14.9 14.9 78.2 15.8 33.5 75899 69952 15 64.7 19.9 19.9 104.5 21.1 44.8 92907 81569 16 12.9 2.9 2.9 18.7 4.7 10.0 23972 25695 17 25.5 5.9 5.9 37.3 9.2 19.6 37769 41910 18 42.2 9.9 9.9 62.0 15.2 32.3 56902 57205 19 65.1 14.9 14.9 94.9 23.7 50.2 78012 71076 20 84.2 19.9 19.9 124.0 30.3 64.3 91419 81248 21 19.0 2.9 2.9 24.8 7.6 16.1 25899 30239 22 37.3 5.9 5.9 49.1 14.8 31.4 42162 46585 23 61.6 9.9 9.9 81.4 24.4 51.7 62373 60888 24 94.2 14.9 14.9 124.0 37.4 79.3 78307 73262 25 124.1 19.9 19.9 163.9 49.1 104.2 92307 82074 26 24.1 2.9 2.9 29.9 10.0 21.2 27021 33423 27 49.3 5.9 5.9 61.1 20.5 43.4 45078 50344 28 83.8 9.9 9.9 103.6 34.8 73.9 65329 64298 29 123.1 14.9 14.9 152.9 51.0 108.2 72600 75400 30 164.7 19.9 19.9 204.5 68.3 144.8 74341 83603 Repetition 2 1 5.2 2.9 2.9 11.0 1.1 2.3 26148 19235 2 10.5 5.9 5.9 22.3 2.2 4.6 35301 33895 3 17.1 9.9 9.9 36.9 3.4 7.2 47243 50021 4 25.8 14.9 14.9 55.6 5.1 10.9 64651 67149 5 34.2 19.9 19.9 74.0 6.7 14.3 82513 81747
C-393 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 6 6.8 2.9 2.9 12.6 1.8 3.9 25397 20988 7 13.5 5.9 5.9 25.3 3.6 7.6 34276 35895 8 22.3 9.9 9.9 42.1 5.8 12.4 48132 51669 9 33.2 14.9 14.9 63.0 8.6 18.3 66332 67430 10 44.3 19.9 19.9 84.1 11.5 24.4 86332 80298 11 9.8 2.9 2.9 15.6 3.3 6.9 24536 23940 12 19.5 5.9 5.9 31.3 6.4 13.6 35363 39333 13 32.3 9.9 9.9 52.1 10.6 22.4 52627 54409 14 48.5 14.9 14.9 78.3 15.8 33.6 73451 68463 15 64.4 19.9 19.9 104.2 21.0 44.5 91229 79295 16 12.8 2.9 2.9 18.6 4.7 9.9 24713 26540 17 25.4 5.9 5.9 37.2 9.19239 19.5 37943 42173.6 18 42.5 9.9 9.9 62.3 15.3678 32.6 57628 56783.8 19 64.4 14.9 14.9 94.2 23.3345 49.5 76304 69780.7 20 83.9 19.9 19.9 123.7 30.1699 64 91990 79401.8 21 18.9 2.9 2.9 24.7 7.54247 16 26363 31020 22 37.7 5.9 5.9 49.5 14.9907 31.8 42605 46952.1 23 60.5 9.9 9.9 80.3 23.8531 50.6 63255 60287.7 24 94.2 14.9 14.9 124 37.3824 79.3 76479 72338.9 25 124.3 19.9 19.9 164.1 49.2146 104.4 90614 80802.1 26 24.1 2.9 2.9 29.9 9.99378 21.2 26941 34208.2 27 51.2 5.9 5.9 63 21.3546 45.3 44678 51052.4 28 85.6 9.9 9.9 105.4 35.6853 75.7 65056 64230.7 29 126.4 14.9 14.9 156.2 52.5616 111.5 70518 74953.8 30 165.5 19.9 19.9 205.3 68.6365 145.6 74895 82721.7 Repetition 3 1 5.4 2.9 2.9 11.2 1.17851 2.5 17807 13634.7 2 10.4 5.9 5.9 22.2 2.12132 4.5 27697 26622.8 3 17.1 9.9 9.9 36.9 3.39411 7.2 41827 42797.7 4 25.7 14.9 14.9 55.5 5.09117 10.8 61283 61244.8 5 34.2 19.9 19.9 74 6.74108 14.3 79195 77866.9 6 6.7 2.9 2.9 12.5 1.79134 3.8 18014 14863.1 7 13.5 5.9 5.9 25.3 3.58267 7.6 27803 28680.1 8 22.2 9.9 9.9 42 5.79828 12.3 42672 44656.2 9 33.1 14.9 14.9 62.9 8.57956 18.2 63067 61877.2 10 44.2 19.9 19.9 84 11.4551 24.3 83283 76710.5
C-394 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 11 9.8 2.9 2.9 15.6 3.25269 6.9 18205 17577.7 12 19.6 5.9 5.9 31.4 6.45824 13.7 29261 32233.1 13 32.6 9.9 9.9 52.4 10.7009 22.7 47161 47977 14 49.1 14.9 14.9 78.9 16.122 34.2 69464 63661.5 15 64.4 19.9 19.9 104.2 20.9775 44.5 85849 76313.1 16 12.8 2.9 2.9 18.6 4.6669 9.9 19027 19957.3 17 25.5 5.9 5.9 37.3 9.23953 19.6 31693 35194.2 18 42.9 9.9 9.9 62.7 15.5563 33 49997 50814.4 19 64.1 14.9 14.9 93.9 23.1931 49.2 67017 65500.4 20 84 19.9 19.9 123.8 30.217 64.1 81106 77015.6 21 19 2.9 2.9 24.8 7.58961 16.1 20261 24265 22 37.4 5.9 5.9 49.2 14.8492 31.5 34096 40181.5 23 60.1 9.9 9.9 79.9 23.6645 50.2 50486 54869.5 24 94 14.9 14.9 123.8 37.2881 79.1 69269 69130.6 25 124.1 19.9 19.9 163.9 49.1204 104.2 87948 79551.5 26 24.3 2.9 2.9 30.1 10.0881 21.4 22802 27440.8 27 50 5.9 5.9 61.8 20.7889 44.1 40653 44491.2 28 83.3 9.9 9.9 103.1 34.6011 73.4 60903 59433.6 29 124.2 14.9 14.9 154 51.5245 109.3 71902 72549.5 30 164.7 19.9 19.9 204.5 68.2594 144.8 85467 82505.8 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 1,704.6 1,758.1 1,303.0 K2 0.924 0.862 1.040 K3 -0.709 -0.639 -0.739
C-395 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 64. Resilient Modulus vs. Deviator Stress in US-2, ND Base - Rep 1 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 65. Bulk stress vs. Resilient Modulus in US-2, ND Base - Rep 1 y = 0.8843x + 5933.6 R2 = 0.9567 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 66. Predicted vs Measured Resilient Modulus in US-2, ND Base - Rep 1
C-396 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 67. Resilient Modulus vs. Deviator Stress in US-2, ND Base - Rep 2 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 68. Bulk stress vs. Resilient Modulus in US-2, ND Base - Rep 2 y = 0.8724x + 6525.9 R2 = 0.9477 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 69. Predicted vs Measured Resilient Modulus in US-2, ND Base - Rep 2
C-397 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 70. Resilient Modulus vs. Deviator Stress in US-2, ND Base - Rep 3 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0.0 50.0 100.0 150.0 200.0 250.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 71. Bulk stress vs. Resilient Modulus in US-2, ND Base - Rep 3 y = 0.9042x + 4287.2 R2 = 0.9802 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 72. Predicted vs Measured Resilient Modulus in US-2, ND Base - Rep 3
C-398 NCAT TEST SECTIONS, AL TESTING * * * * # # # # - Tests on Hot and Cold HMA * - Tests on multiple lifts Base layer tests Subgrade layer tests HMA layer tests
C-399 NCAT TEST SECTIONS, N-8 SUBGRADE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0+ 00 0+ 25 0+ 75 1+ 25 1+ 75 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 00 0+ 00 0+ 25 0+ 25 0+ 75 0+ 75 1+ 25 1+ 25 1+ 75 1+ 75 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d Layout for first lift in September, 2006 Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0 +0 0 0+ 20 0+ 54 1+ 40 1+ 80 2+ 00 (a pp ro x. ) St ar t En d C B A 0+ 50 0+ 00 0+ 00 0+ 20 0+ 20 0+ 54 0+ 54 1+ 40 1+ 40 1+ 80 1+ 80 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 50 0+ 50 Layout for last lift in October 2006
C-400 Table 200. Modulus measured by Geogauge B24C in N-8 1st lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+25 A 1 24.27 0+25 A 2 24.47 0+25 A 3 27.2 25.31 1.64 0+25 B 1 26.88 0+25 B 2 27.6 0+25 B 3 25.41 26.63 1.12 0+25 C 1 23.23 0+25 C 2 34.03 0+25 C 3 29.33 28.86 5.42 0+75 A 1 24.86 0+75 A 2 21.38 0+75 A 3 26.04 24.09 2.42 0+75 B 1 23.87 0+75 B 2 25.11 0+75 B 3 23.81 24.26 0.73 0+75 C 1 14.75 0+75 C 2 15.5 0+75 C 3 18.07 16.11 1.74 1+25 A 1 24.57 1+25 A 2 24.95 1+25 A 3 25.09 24.87 0.27 1+25 B 1 33.42 1+25 B 2 34.17 1+25 B 3 25.48 31.02 4.82 1+25 C 1 17.05 1+25 C 2 18.52 1+25 C 3 19.24 18.27 1.12 1+75 A 1 34.6 1+75 A 2 29.3 1+75 A 3 26.61 30.17 4.07 1+75 B 1 28.12 1+75 B 2 25.95 1+75 B 3 24.22 26.1 1.95 1+75 C 1 24.07 1+75 C 2 23.21 1+75 C 3 24.53 23.94 0.67
C-401 Table 201. Modulus measured by Geogauge B24C in N-8 last lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 26.18 0+10 A 2 19.9 0+10 A 3 20 22.03 3.6 0+10 B 1 23.01 0+10 B 2 25.89 0+10 B 3 27.31 25.4 2.19 0+10 C 1 18.6 0+10 C 2 19.05 0+10 C 3 19.85 19.17 0.63 0+50 A 1 25.17 0+50 A 2 31.01 0+50 A 3 34.98 30.39 4.93 0+50 B 1 32.08 0+50 B 2 17.64 0+50 B 3 25.56 25.09 7.23 0+50 C 1 37.89 0+50 C 2 35.95 0+50 C 3 36.95 36.93 0.97 1+40 A 1 21.8 1+40 A 2 23.2 1+40 A 3 25.31 1+40 A 4 24.64 23.74 1.56 1+40 B 1 25.23 1+40 B 2 25.58 1+40 B 3 26.91 1+40 B 4 25.26 25.75 0.79 1+40 C 1 7.72 1+40 C 2 8.21 1+40 C 3 6.21 1+40 C 4 9.14 7.82 1.22 1+80 A 1 30.85 1+80 A 2 25.22 1+80 A 3 21.71 1+80 A 4 26.41 26.05 3.77 1+80 B 1 21.49 1+80 B 2 22.08 1+80 B 3 19.95 1+80 B 4 19.24 20.69 1.32 1+80 C 1 13.06
C-402 Table 201. Modulus measured by Geogauge B24C in N-8 last lift, OK Subgrade, ksi Continued Station Point Trial Modulus Average Std Dev 1+80 C 2 22.33 1+80 C 3 14.09 1+80 C 4 12.2 15.42 4.67
C-403 Table 202. Modulus measured by Geogauge B25C in N-8 last lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 22.74 0+10 A 2 20.32 0+10 A 3 21.52 21.53 1.21 0+10 B 1 18.27 0+10 B 2 21.54 0+10 B 3 23.1 20.97 2.46 0+10 C 1 14.99 0+10 C 2 16.25 0+10 C 3 14.75 15.33 0.81 0+50 A 1 29.23 0+50 A 2 30.01 0+50 A 3 31.21 30.15 1 0+50 B 1 25.55 0+50 B 2 20.25 0+50 B 3 19.95 21.92 3.15 0+50 C 1 34.1 0+50 C 2 35.25 0+50 C 3 32.74 34.03 1.26 1+40 A 1 21.74 1+40 A 2 20.89 1+40 A 3 23.62 1+40 A 4 16.82 20.77 2.87 1+40 B 1 21.08 1+40 B 2 20.88 1+40 B 3 18.36 1+40 B 4 21.23 20.39 1.36 1+40 C 1 9.92 1+40 C 2 6.07 1+40 C 3 7.7 1+40 C 4 8.5 8.05 1.61 1+80 A 1 18.35 1+80 A 2 19.35 1+80 A 3 18.83 1+80 A 4 17.39 18.48 0.83 1+80 B 1 16.84 1+80 B 2 19.75 1+80 B 3 16.49 1+80 B 4 14.67 16.94 2.1 1+80 C 1 9.81
C-404 Table 202. Modulus measured by Geogauge B25C in N-8 last lift, OK Subgrade, ksi Continued Station Point Trial Modulus Average Std Dev 1+80 C 2 17.51 1+80 C 3 13.88 1+80 C 4 8.69 12.47 4.03
C-405 Table 203. Penetration Index measured by DCP in N-8 1st lift, OK Subgrade, mm/blow Station Point # of Blows mm/blow Average 0+25 C 1 21 0+25 C 2 19 0+25 C 3 19.33 0+25 C 4 20.5 0+25 C 5 21 0+25 C 6 21.5 0+25 C 7 22.29 0+25 C 8 22 0+25 C 9 23.56 0+25 C 10 25.4 21.56 0+75 C 1 15 0+75 C 2 18 0+75 C 3 25 0+75 C 4 34.75 0+75 C 5 37.6 0+75 C 6 38 0+75 C 7 40.57 29.85 1+25 C 1 54 1+25 C 2 56 1+25 C 3 57.33 1+25 C 4 60.75 57.02 1+25 B 1 42 1+25 B 2 39 1+25 B 3 36.33 1+25 B 4 37.25 1+25 B 5 34.6 1+25 B 6 32.83 1+25 B 7 30.86 1+25 B 8 23.38 35.16
C-406 Table 204. Modulus measured by DSPA in N-8 1st lift, OK Subgrade, ksi Station Point Trial Average 0+25 A 3 49 0+25 B 3 46 0+25 C 3 46 0+75 A 3 36 0+75 B 3 51 0+75 C 3 40 1+25 A 3 38 1+25 B 3 45 1+25 C 3 31 1+75 A 3 43 1+75 B 3 41 1+75 C 3 50
C-407 Table 205. Modulus measured by DSPA in N-8 last lift, OK Subgrade, ksi Station Point Trial Average 0+10 A 3 71 0+10 B 3 60 0+10 C 3 60 0+50 A 3 56 0+50 B 3 56 0+50 C 3 68 1+40 A 4 44 1+40 B 4 53 1+40 C 4 51 1+80 A 4 57 1+80 B 4 74 1+80 C 4 59
C-408 NCAT TEST SECTIONS, N-9 SUBGRADE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0+ 00 0+ 25 0+ 75 1+ 25 1+ 65 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C A B 0+ 00 0+ 00 0+ 25 0+ 25 0+ 75 0+ 75 1+ 25 1+ 25 1+ 65 1+ 65 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d Layout for first lift in September 2006 Paving direction (counter-clockwise) Outer Lane 0+ 00 0+ 10 0+ 50 1+ 20 1+ 40 2+ 00 (a pp ro x. ) St ar t En d C A B 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 1+ 20 1+ 20 1+ 40 1+ 40 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d Layout for last lift in October 2006
C-409 Table 206. Modulus measured by Geogauge B24C in N-9 1st lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+25 A 1 27.07 0+25 A 2 28.35 0+25 A 3 27.12 27.51 0.73 0+25 B 1 29.72 0+25 B 2 28.54 0+25 B 3 28.46 28.91 0.71 0+25 C 1 26.78 0+25 C 2 18.86 0+25 C 3 19.66 21.77 4.36 0+75 A 1 29.7 0+75 A 2 28.89 0+75 A 3 29.2 29.26 0.41 0+75 B 1 28.57 0+75 B 2 30.72 0+75 B 3 30.13 29.81 1.11 0+75 C 1 36.05 0+75 C 2 33.08 0+75 C 3 32.18 33.77 2.03 1+25 A 1 28.29 1+25 A 2 28.09 1+25 A 3 24.99 27.12 1.85 1+25 B 1 21.94 1+25 B 2 25.86 1+25 B 3 25.12 24.31 2.08 1+25 C 1 25.87 1+25 C 2 26.57 1+25 C 3 24.47 25.64 1.07 1+65 A 1 17.39 1+65 A 2 20.04 1+65 A 3 23.38 20.27 3 1+65 B 1 24.08 1+65 B 2 25.86 1+65 B 3 29.82 26.59 2.94 1+65 C 1 26.83 1+65 C 2 24.94 1+65 C 3 27.46 26.41 1.31
C-410 Table 207. Modulus measured by Geogauge B24C in N-9 last lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 14.69 0+10 A 2 16.1 0+10 A 3 16.77 0+10 A 4 14.67 15.56 1.05 0+10 B 1 23.08 0+10 B 2 17.02 0+10 B 3 25.11 0+10 B 4 24.64 22.46 3.73 0+10 C 1 9.41 0+10 C 2 9.88 0+10 C 3 12.91 0+10 C 4 9.53 10.43 1.66 0+50 A 1 25.9 0+50 A 2 23.72 0+50 A 3 19.42 0+50 A 4 29.33 24.59 4.15 0+50 B 1 23.85 0+50 B 2 29.47 0+50 B 3 28.21 0+50 B 4 26.27 26.95 2.45 0+50 C 1 16.12 0+50 C 2 18.96 0+50 C 3 19.1 0+50 C 4 18.06 18.06 1.37 1+20 A 1 22.56 1+20 A 2 24.98 1+20 A 3 23.51 1+20 A 4 21.59 23.16 1.44 1+20 B 1 20.8 1+20 B 2 21.28 1+20 B 3 20.2 20.76 0.54 1+20 C 1 20.89 1+20 C 2 17.64 1+20 C 3 21.45 19.99 2.06 1+40 A 1 23.15 1+40 A 2 30.76 1+40 A 3 22.27
C-411 Table 207. Modulus measured by Geogauge B24C in N-9 last lift, OK Subgrade, ksi Continued Station Point Trial Modulus Average Std Dev 1+40 A 4 23.12 24.83 3.98 1+40 B 1 17.88 1+40 B 2 16.46 1+40 B 3 14.44 16.26 1.73 1+40 C 1 17.62 1+40 C 2 15.67 1+40 C 3 19.25 17.51 1.79
C-412 Table 208. Modulus measured by Geogauge B25C in N-9 last lift, OK Subgrade, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 16.09 0+10 A 2 15.86 0+10 A 3 13.04 0+10 A 4 15.37 15.09 1.4 0+10 B 1 18.32 0+10 B 2 17.49 0+10 B 3 19.49 0+10 B 4 17.14 18.11 1.04 0+10 C 1 10.02 0+10 C 2 9.87 0+10 C 3 14.45 0+10 C 4 11.65 11.5 2.13 0+50 A 1 16.38 0+50 A 2 18.27 0+50 A 3 15.36 0+50 A 4 18.67 17.17 1.57 0+50 B 1 21.45 0+50 B 2 20.52 0+50 B 3 28.12 0+50 B 4 18.22 22.08 4.25 0+50 C 1 16.68 0+50 C 2 17.6 0+50 C 3 18.07 0+50 C 4 17.59 17.49 0.58 1+20 A 1 22.01 1+20 A 2 17.08 1+20 A 3 20.83 1+20 A 4 20.4 20.08 2.11 1+20 B 1 22.59 1+20 B 2 15.56 1+20 B 3 18.03 1+20 B 4 22.61 19.7 3.5 1+20 C 1 18.4 1+20 C 2 22.02 1+20 C 3 22.42 1+20 C 4 19.13 20.49 2.02 1+40 A 1 20.89 1+40 A 2 22.97 1+40 A 3 20.98 21.61 1.18 1+40 B 1 13.8
C-413 Table 208. Modulus measured by Geogauge B25C in N-9 last lift, OK Subgrade, ksi Continued Station Point Trial Modulus Average Std Dev 1+40 B 2 16.72 1+40 B 3 13.97 1+40 B 4 19.87 16.09 2.85 1+40 C 1 16.28 1+40 C 2 21.39 1+40 C 3 18.46 1+40 C 4 19.13 18.82 2.1
C-414 Table 209. Penetration Index measured by DCP in N-9 1st lift, OK Subgrade, mm/blow Station Point # of Blows mm/blow Average 0+25 A 1 32.5 0+25 A 2 29.25 0+25 A 3 34.5 0+25 A 4 43.38 0+25 A 5 45.7 0+25 A 6 43.08 38.07 0+75 A 1 34 0+75 A 2 29 0+75 A 3 25.33 0+75 A 4 25.25 0+75 A 5 26.6 0+75 A 6 27.5 0+75 A 7 28.29 0+75 A 8 27.5 27.93 0+75 C 1 28 0+75 C 2 31 0+75 C 3 34 0+75 C 4 32.75 0+75 C 5 31 0+75 C 6 28.5 0+75 C 7 26.14 0+75 C 8 24.75 0+75 C 9 23.78 0+75 C 10 23.4 0+75 C 11 23.73 27.91
C-415 Table 210. Modulus measured by DSPA in N-9 1st lift, OK Subgrade, ksi Station Point Trial Average 0+25 A 3 36 0+25 B 3 46 0+25 C 3 43 0+75 A 3 35 0+75 B 3 43 0+75 C 3 56 1+25 A 3 43 1+25 B 3 43 1+25 C 3 35 1+65 A 3 30 1+65 B 3 39 1+65 C 3 36
C-416 Table 211. Modulus measured by DSPA in N-9 last lift, OK Subgrade, ksi Station Point Trial Average 0+10 A 4 74 0+10 B 4 61 0+10 C 4 60 0+50 A 4 103 0+50 B 4 88 0+50 C 4 55 1+20 A 4 78 1+20 B 4 62 1+20 C 4 69 1+40 A 4 97 1+40 B 4 60 1+40 C 4 64
C-417 Table 212. Summary of Resilient Modulus Test Results in N-8 and N-9, OK Subgrade Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 13.8 7.9 7.9 29.6 2.8 5.9 8791 8615 2 11.4 5.9 5.9 23.2 2.6 5.5 8669 8268 3 8.9 3.9 3.9 16.7 2.4 5.0 7999 7800 4 6.6 1.9 1.9 10.4 2.2 4.7 7313 6909 5 16.8 7.9 7.9 32.6 4.2 8.9 6754 6889 6 14.4 5.9 5.9 26.2 4.0 8.5 6514 6646 7 12.0 3.9 3.9 19.8 3.8 8.1 6131 6292 8 9.6 1.9 1.9 13.4 3.6 7.7 5602 5756 9 19.8 7.9 7.9 35.6 5.6 11.9 5287 5596 10 17.4 5.9 5.9 29.2 5.4 11.5 5253 5421 11 15.0 3.9 3.9 22.8 5.2 11.1 4890 5173 12 12.6 1.9 1.9 16.4 5.0 10.7 4411 4812 13 23.9 7.9 7.9 39.7 7.5 16.0 4432 4304 14 21.5 5.9 5.9 33.3 7.4 15.6 4426 4188 15 19.0 3.9 3.9 26.8 7.1 15.1 4288 4052 16 16.6 1.9 1.9 20.4 6.9 14.7 3957 3826 Repetition 2 1 13.8 7.9 7.9 29.6 2.8 5.9 8405 8203 2 11.2 5.9 5.9 23.0 2.5 5.3 8319 7925 3 9.0 3.9 3.9 16.8 2.4 5.1 7618 7240 4 6.7 1.9 1.9 10.5 2.3 4.8 6681 6325 5 16.8 7.9 7.9 32.6 4.2 8.9 6443 6604 6 14.4 5.9 5.9 26.2 4.0 8.5 6153 6326 7 11.9 3.9 3.9 19.7 3.8 8.0 5822 5974 8 9.5 1.9 1.9 13.3 3.6 7.6 5224 5393 9 19.8 7.9 7.9 35.6 5.6 11.9 5069 5398 10 17.4 5.9 5.9 29.2 5.4 11.5 4947 5196 11 14.9 3.9 3.9 22.7 5.2 11.0 4614 4948 12 12.5 1.9 1.9 16.3 5.0 10.6 4173 4553 13 23.9 7.9 7.9 39.7 7.5 16.0 4378 4185 14 21.8 5.9 5.9 33.6 7.5 15.9 4238 3979 15 18.9 3.9 3.9 26.7 7.1 15.0 4127 3911
C-418 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 16 16.6 1.9 1.9 20.4 6.9 14.7 3784 3641 Repetition 3 1 13.8 7.9 7.9 29.6 2.8 5.9 8236 7991 2 11.4 5.9 5.9 23.2 2.6 5.5 8046 7621 3 9.0 3.9 3.9 16.8 2.4 5.1 7395 7082 4 6.5 1.9 1.9 10.3 2.2 4.6 6611 6283 5 16.8 7.9 7.9 32.6 4.2 8.9 6324 6474 6 14.4 5.9 5.9 26.2 4.0 8.5 6150 6211 7 12.0 3.9 3.9 19.8 3.8 8.1 5679 5839 8 9.6 1.9 1.9 13.4 3.6 7.7 5071 5293 9 19.8 7.9 7.9 35.6 5.6 11.9 4939 5323 10 17.4 5.9 5.9 29.2 5.4 11.5 4854 5130 11 15.0 3.9 3.9 22.8 5.2 11.1 4515 4865 12 12.6 1.9 1.9 16.4 5.0 10.7 4122 4490 13 24.0 7.9 7.9 39.8 7.6 16.1 4256 4134 14 21.4 5.9 5.9 33.2 7.3 15.5 4332 4050 15 19.0 3.9 3.9 26.8 7.1 15.1 4141 3873 16 16.7 1.9 1.9 20.5 7.0 14.8 3810 3615 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 828.2 765.3 739.0 K2 0.314 0.344 0.333 K3 -3.263 -3.213 -3.118
C-419 Deviator Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 73.Resilient Modulus vs. Deviator Stress in N-8 and N-9, OK Subgrade - Rep 1 Bulk Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 74. Bulk stress vs. Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 1 y = 0.9369x + 363.2 R2 = 0.9758 -1000 1000 3000 5000 7000 9000 11000 13000 15000 -10 1000 3000 5000 7000 9000 11000 13000 15000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 75.Predicted vs Measured Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 1
C-420 Deviator Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 76.Resilient Modulus vs. Deviator Stress in N-8 and N-9, OK Subgrade - Rep 2 Bulk Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 77. Bulk stress vs. Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 2 y = 0.9234x + 418.55 R2 = 0.9679 -1000 1000 3000 5000 7000 9000 11000 13000 15000 -10 1000 3000 5000 7000 9000 11000 13000 15000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 78. Predicted vs Measured Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 2
C-421 Deviator Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 79.Resilient Modulus vs. Deviator Stress in N-8 and N-9, OK Subgrade - Rep 3 Bulk Stress vs Resilient Modulus 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 80. Bulk stress vs. Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 3 y = 0.9145x + 460.17 R2 = 0.9631 -1000 1000 3000 5000 7000 9000 11000 13000 15000 -10 1000 3000 5000 7000 9000 11000 13000 15000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 81. Predicted vs Measured Resilient Modulus in N-8 and N-9, OK Subgrade - Rep 3
C-422 NCAT TEST SECTIONS, N-1 BASE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0+ 00 0+ 10 0+ 50 1+ 50 1+ 95 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 1+ 50 1+ 50 1+ 95 1+ 95 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d
C-423 Table 213. Modulus measured by Geogauge B24C in N-1, FL Base, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 77.21 0+10 A 2 82.1 0+10 A 3 59.81 73.04 11.72 0+10 B 1 55.6 0+10 B 2 53.82 0+10 B 3 74.95 61.46 11.72 0+10 C 1 51.13 0+10 C 2 52.13 0+10 C 3 42.15 48.47 5.5 0+50 A 1 57.98 0+50 A 2 49.74 0+50 A 3 59.18 55.63 5.14 0+50 B 1 41.84 0+50 B 2 46.26 0+50 B 3 46.11 44.74 2.51 0+50 C 1 65.61 0+50 C 2 62.55 0+50 C 3 43.88 57.35 11.76 1+50 A 1 31.82 1+50 A 2 30.47 1+50 A 3 42.82 35.04 6.77 1+50 B 1 42.14 1+50 B 2 47.3 1+50 B 3 43.76 44.4 2.64 1+50 C 1 47.2 1+50 C 2 46.59 1+50 C 3 41.56 45.12 3.1 1+95 A 1 50.75 1+95 A 2 53.82 1+95 A 3 55.6 53.39 2.45 1+95 B 1 38.16 1+95 B 2 47.19 1+95 B 3 46.68 44.01 5.07 1+95 C 1 31.68 1+95 C 2 37.47 1+95 C 3 33.45 34.2 2.97
C-424 Table 214. Penetration Index measured by DCP in N-1, FL Base, mm/blow Station Point # of Blows mm/blow Average 0 A 5 4.6 0 A 10 3.6 0 A 15 4.2 0 A 20 4.25 0 A 25 4.12 0 A 30 4.07 0 A 35 4.06 0 A 40 4 0 A 45 4.02 0 A 50 4.16 0 A 55 4.27 4.12 0 C 5 2.6 0 C 10 2.7 0 C 15 2.6 0 C 20 3.1 0 C 25 2.64 0 C 30 2.63 0 C 35 2.66 0 C 40 2.63 0 C 45 2.56 0 C 50 2.56 0 C 55 2.47 0 C 60 2.45 0 C 65 2.43 0 C 70 2.41 0 C 75 2.43 0 C 80 2.44 0 C 85 2.48 2.58 1+50 A 5 5.4 1+50 A 10 4.7 1+50 A 15 4.73 1+50 A 20 4.65 1+50 A 25 4.48 1+50 A 30 4.3 1+50 A 35 4.09 1+50 A 40 3.83 1+50 A 45 3.67 1+50 A 50 3.58 1+50 A 55 3.55 1+50 A 60 3.63 4.22
C-425 Table 215. Modulus measured by DSPA in N-1, FL Base, ksi Station Point Trial Average 0+10 A 3 115 0+10 B 3 83 0+10 C 3 55 0+50 A 3 87 0+50 B 3 66 0+50 C 3 91 1+50 A 3 65 1+50 B 3 58 1+50 C 3 80 1+95 A 3 82 1+95 B 3 89 1+95 C 3 92
C-426 NCAT TEST SECTIONS, N-2 BASE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0+ 00 0+ 10 0+ 50 1+ 50 1+ 95 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 1+ 50 1+ 50 1+ 95 1+ 95 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d
C-427 Table 216. Modulus measured by Geogauge B24C in N-2, FL Base, ksi Station Point Trial Modulus Average Std Dev 0+10 A 1 54.3 0+10 A 2 49.48 0+10 A 3 47.11 50.3 3.66 0+10 B 1 40.1 0+10 B 2 37.44 0+10 B 3 47.87 41.8 5.42 0+10 C 1 29.97 0+10 C 2 32.43 0+10 C 3 35.51 32.64 2.78 0+50 A 1 75.38 0+50 A 2 74.91 0+50 A 3 66.04 72.11 5.26 0+50 B 1 60.63 0+50 B 2 56.97 0+50 B 3 59.48 59.03 1.87 0+50 C 1 49.18 0+50 C 2 39.98 0+50 C 3 48.08 45.75 5.02 1+50 A 1 69.27 1+50 A 2 65.96 1+50 A 3 74.03 69.75 4.06 1+50 B 1 58.81 1+50 B 2 43.81 1+50 B 3 63.65 55.42 10.34 1+50 C 1 53.25 1+50 C 2 48.56 1+50 C 3 31.04 44.28 11.71 1+95 A 1 43.75 1+95 A 2 49.41 1+95 A 3 50.27 47.81 3.54 1+95 B 1 46.65 1+95 B 2 56.25 1+95 B 3 43.44 48.78 6.67 1+95 C 1 41.35 1+95 C 2 20.28 1+95 C 3 28.15 29.93 10.65
C-428 Table 217. Penetration Index measured by DCP in N-2, FL Base, mm/blow Station Point # of Blows mm/blow Average 0+50 A 5 5 0+50 A 10 4.8 0+50 A 15 4.53 0+50 A 20 4.55 0+50 A 25 4.32 0+50 A 30 4.03 0+50 A 35 3.83 0+50 A 40 3.6 0+50 A 45 3.47 0+50 A 50 3.4 0+50 A 55 3.42 0+50 A 60 3.38 4.03 0+50 C 5 3 0+50 C 10 2.6 0+50 C 15 2.53 0+50 C 20 2.6 0+50 C 25 2.56 0+50 C 30 2.53 0+50 C 35 2.51 0+50 C 40 2.53 0+50 C 45 2.42 0+50 C 50 2.36 0+50 C 55 2.27 0+50 C 60 2.25 0+50 C 65 2.23 0+50 C 70 2.19 0+50 C 75 2.19 0+50 C 80 2.16 0+50 C 85 2.16 0+50 C 90 2.17 0+50 C 95 2.19 2.39
C-429 Table 218. Modulus measured by DSPA in N-2, FL Base, ksi Station Point Trial Average 0+10 A 3 118 0+10 B 3 120 0+10 C 3 131 0+50 A 3 120 0+50 B 3 78 0+50 C 3 68 1+50 A 3 87 1+50 B 3 70 1+50 C 3 87 1+95 A 3 78 1+95 B 3 81 1+95 C 3 120
C-430 Table 219. Summary of Resilient Modulus Test Results in N-1 and N-2, FL Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 5.1 2.9 2.9 10.9 1.0 2.2 14117 11781 2 10.2 5.9 5.9 22.0 2.0 4.3 24774 25215 3 17.0 9.9 9.9 36.8 3.3 7.1 38149 42322 4 25.5 14.9 14.9 55.3 5.0 10.6 53731 61602 5 34.0 19.9 19.9 73.8 6.6 14.1 70681 78520 6 6.6 2.9 2.9 12.4 1.7 3.7 14465 12998 7 13.3 5.9 5.9 25.1 3.5 7.4 26139 26545 8 22.0 9.9 9.9 41.8 5.7 12.1 40851 42187 9 33.0 14.9 14.9 62.8 8.5 18.1 59084 58189 10 44.1 19.9 19.9 83.9 11.4 24.2 75488 70937 11 9.6 2.9 2.9 15.4 3.2 6.7 16267 15166 12 19.2 5.9 5.9 31.0 6.3 13.3 30430 28526 13 32.1 9.9 9.9 51.9 10.5 22.2 48214 41894 14 48.1 14.9 14.9 77.9 15.7 33.2 65089 53668 15 64.0 19.9 19.9 103.8 20.8 44.1 72813 62027 16 12.7 2.9 2.9 18.5 4.6 9.8 17303 17089 17 25.3 5.9 5.9 37.1 9.1 19.4 31619 30044 18 42.1 9.9 9.9 61.9 15.2 32.2 47140 41607 19 63.1 14.9 14.9 92.9 22.7 48.2 53838 50811 20 84.1 19.9 19.9 123.9 30.3 64.2 61837 56799 21 18.6 2.9 2.9 24.4 7.4 15.7 17221 20059 22 37.5 5.9 5.9 49.3 14.9 31.6 30063 32095 23 60.0 9.9 9.9 79.8 23.6 50.1 37025 41133 24 92.9 14.9 14.9 122.7 36.8 78.0 43691 47324 25 124.0 19.9 19.9 163.8 49.1 104.1 54530 50943 26 24.0 2.9 2.9 29.8 9.9 21.1 15620 22184 27 49.3 5.9 5.9 61.1 20.5 43.4 28228 33347 28 82.1 9.9 9.9 101.9 34.0 72.2 38198 40625 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 24327 Repetition 2 1 5.1 2.9 2.9 10.9 1.0 2.2 16359 13316 2 10.2 5.9 5.9 22.0 2.0 4.3 30471 28576 3 17.0 9.9 9.9 36.8 3.3 7.1 43183 47867 4 25.5 14.9 14.9 55.3 5.0 10.6 60886 69320 5 34.1 19.9 19.9 73.9 6.7 14.2 77211 87708 6 6.6 2.9 2.9 12.4 1.7 3.7 16461 14637
C-431 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 7 13.2 5.9 5.9 25.0 3.4 7.3 30291 29787 8 22.0 9.9 9.9 41.8 5.7 12.1 45709 47064 9 33.1 14.9 14.9 62.9 8.6 18.2 64954 64182 10 44.0 19.9 19.9 83.8 11.4 24.1 80999 77577 11 9.7 2.9 2.9 15.5 3.2 6.8 18593 17025 12 19.2 5.9 5.9 31.0 6.3 13.3 33981 31573 13 32.1 9.9 9.9 51.9 10.5 22.2 52423 45653 14 48.0 14.9 14.9 77.8 15.6 33.1 69618 57488 15 64.0 19.9 19.9 103.8 20.8 44.1 76668 65372 16 12.7 2.9 2.9 18.5 4.6 9.8 18856 18966 17 25.2 5.9 5.9 37.0 9.1 19.3 33895 32785 18 42.1 9.9 9.9 61.9 15.2 32.2 50239 44478 19 63.0 14.9 14.9 92.8 22.7 48.1 56764 53127 20 84.0 19.9 19.9 123.8 30.2 64.1 63943 58269 21 18.6 2.9 2.9 24.4 7.4 15.7 17783 21975 22 37.5 5.9 5.9 49.3 14.9 31.6 31172 34235 23 59.9 9.9 9.9 79.7 23.6 50.0 38870 42771 24 93.0 14.9 14.9 122.8 36.8 78.1 46196 47678 25 123.9 19.9 19.9 163.7 49.0 104.0 55430 50188 26 24.0 2.9 2.9 29.8 9.9 21.1 15738 24040 27 49.4 5.9 5.9 61.2 20.5 43.5 28463 34915 28 82.1 9.9 9.9 101.9 34.0 72.2 38417 41112 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 27104 Repetition 3 1 5.0 2.9 2.9 10.8 1.0 2.1 14183 12468 2 10.2 5.9 5.9 22.0 2.0 4.3 28333 27312 3 17.1 9.9 9.9 36.9 3.4 7.2 42211 46258 4 25.5 14.9 14.9 55.3 5.0 10.6 59946 67689 5 34.0 19.9 19.9 73.8 6.6 14.1 75380 86463 6 6.6 2.9 2.9 12.4 1.7 3.7 14903 13860 7 13.2 5.9 5.9 25.0 3.4 7.3 29432 28632 8 22.0 9.9 9.9 41.8 5.7 12.1 45015 45840 9 33.0 14.9 14.9 62.8 8.5 18.1 63610 63336 10 44.1 19.9 19.9 83.9 11.4 24.2 80077 77156 11 9.6 2.9 2.9 15.4 3.2 6.7 17380 16168 12 19.2 5.9 5.9 31.0 6.3 13.3 33791 30655 13 32.1 9.9 9.9 51.9 10.5 22.2 52146 45052 14 48.1 14.9 14.9 77.9 15.7 33.2 68840 57545 15 64.0 19.9 19.9 103.8 20.8 44.1 76202 66242 16 12.7 2.9 2.9 18.5 4.6 9.8 18383 18203
C-432 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 17 25.3 5.9 5.9 37.1 9.1 19.4 34166 32126 18 42.1 9.9 9.9 61.9 15.2 32.2 50209 44363 19 63.0 14.9 14.9 92.8 22.7 48.1 56447 53875 20 84.1 19.9 19.9 123.9 30.3 64.2 63811 59833 21 18.7 2.9 2.9 24.5 7.4 15.8 18080 21358 22 37.5 5.9 5.9 49.3 14.9 31.6 31635 34016 23 59.9 9.9 9.9 79.7 23.6 50.0 38621 43323 24 93.0 14.9 14.9 122.8 36.8 78.1 45431 49289 25 124.7 19.9 19.9 164.5 49.4 104.8 57790 52526 26 24.2 2.9 2.9 30.0 10.0 21.3 16665 23577 27 49.4 5.9 5.9 61.2 20.5 43.5 30306 35088 28 82.2 9.9 9.9 102.0 34.1 72.3 40343 42269 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 26137 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 1,248.3 1,429.6 1,349.9 K2 1.193 1.208 1.223 K3 -1.265 -1.392 -1.345
C-433 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 82. Resilient Modulus vs. Deviator Stress in N-1 and N-2, FL Base - Rep 1 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 83. Bulk stress vs. Resilient Modulus in N-1 and N-2, FL Base - Rep 1 y = 0.9053x + 3418.7 R2 = 0.934 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 84. Predicted vs Measured Resilient Modulus in N-1 and N-2, FL Base - Rep 1
C-434 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 85. Resilient Modulus vs. Deviator Stress in N-1 and N-2, FL Base - Rep 2 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 86. Bulk stress vs. Resilient Modulus in N-1 and N-2, FL Base - Rep 2 y = 0.9158x + 3226 R2 = 0.9252 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 87. Predicted vs Measured Resilient Modulus in N-1 and N-2, FL Base - Rep 2
C-435 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 88. Resilient Modulus vs. Deviator Stress in N-1 and N-2, FL Base - Rep 3 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 89. Bulk stress vs. Resilient Modulus in N-1 and N-2, FL Base - Rep 3 y = 0.9333x + 2553 R2 = 0.9347 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 90. Predicted vs Measured Resilient Modulus in N-1 and N-2, FL Base - Rep 3
C-436 NCAT TEST SECTIONS, N-10 BASE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP 0+ 00 0+ 20 0+ 54 1+ 40 1+ 60 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 60 0+ 85 1+ 00 1+ 10 0+ 00 0+ 00 0+ 20 0+ 20 0+ 54 0+ 54 1+ 40 1+ 40 1+ 60 1+ 60 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 60 0+ 60 0+ 85 0+ 85 1+ 00 1+ 00 1+ 10 1+ 10
C-437 Table 220. Modulus measured by Geogauge B25C in N-2, MO Base, ksi Station Point Trial Modulus Average Std Dev 0+20 A 1 30.67 0+20 A 2 30.54 0+20 A 3 31.81 31.01 0.7 0+20 B 1 39.64 0+20 B 2 35.78 0+20 B 3 29.34 34.92 5.2 0+20 C 1 25.43 0+20 C 2 24.59 0+20 C 3 22.65 24.22 1.43 0+54 B 1 25.47 0+54 B 2 30.21 0+54 B 3 27.57 27.75 2.38 0+60 A 1 26.79 0+60 A 2 26.38 0+60 A 3 26.34 26.5 0.25 0+60 B 1 28.41 0+60 B 2 25.76 0+60 B 3 26.92 27.03 1.33 0+60 C 1 21.67 0+60 C 2 20.59 0+60 C 3 20.66 20.97 0.6 0+85 B 1 20.39 0+85 B 2 22.54 0+85 B 3 19.7 20.88 1.48 1+00 B 1 23.91 1+00 B 2 25.35 1+00 B 3 21.31 1+00 B 4 22.04 23.15 1.83 1+10 A 1 31.24 1+10 A 2 25.39 1+10 A 3 28.17 28.27 2.93 1+10 B 1 28.29 1+10 B 2 25.34 1+10 B 3 23.64 25.76 2.35 1+10 C 1 17.86 1+10 C 2 17.43 1+10 C 3 18.02 17.77 0.31 1+40 B 1 24.24 1+40 B 2 24.6 1+40 B 3 20.96 23.27 2.01
C-438 Table 220. Modulus measured by Geogauge B25C in N-2, MO Base, ksi Continued Station Point Trial Modulus Average Std Dev 1+60 A 1 31.52 1+60 A 2 27.11 1+60 A 3 26.61 28.41 2.7 1+60 B 1 25.49 1+60 B 2 24.08 1+60 B 3 26.9 25.49 1.41 1+60 C 1 13.81 1+60 C 2 12.96 1+60 C 3 13.48 13.42 0.43
C-439 Table 221. Modulus measured by Geogauge B24C in N-2, MO Base, ksi Station Point Trial Modulus Average Std Dev 0+20 A 1 25.74 0+20 A 2 25.83 0+20 A 3 32 27.86 3.59 0+20 B 1 35.38 0+20 B 2 39.58 0+20 B 3 34.99 36.65 2.54 0+20 C 1 27.62 0+20 C 2 20.77 0+20 C 3 23.7 24.03 3.44 0+54 B 1 27.91 0+54 B 2 27.6 0+54 B 3 30.01 28.51 1.31 0+60 A 1 31.27 0+60 A 2 28.14 0+60 A 3 32.23 30.55 2.14 0+60 B 1 29.5 0+60 B 2 24.55 0+60 B 3 27.25 27.1 2.48 0+60 C 1 21.96 0+60 C 2 22.9 0+60 C 3 23.56 22.81 0.8 0+85 B 1 20.63 0+85 B 2 21.7 0+85 B 3 17.6 19.98 2.13 1+00 B 1 25.04 1+00 B 2 28.21 1+00 B 3 22.6 25.28 2.81 1+10 A 1 32.06 1+10 A 2 27.78 1+10 A 3 30.91 30.25 2.22 1+10 B 1 30.01 1+10 B 2 27.48 1+10 B 3 30.45 29.31 1.6 1+10 C 1 18.08 1+10 C 2 19.29 1+10 C 3 18.25 18.54 0.66 1+40 B 1 19.78 1+40 B 2 25.39 1+40 B 3 22.38 22.52 2.81 Table 221. Modulus measured by Geogauge B24C in N-2, MO Base, ksi Continued Station Point Trial Modulus Average Std
C-440 Dev 1+60 A 1 24.26 1+60 A 2 31.27 1+60 A 3 26.74 27.42 3.55 1+60 B 1 23.86 1+60 B 2 24.33 1+60 B 3 26.14 24.78 1.2 1+60 C 1 14.4 1+60 C 2 15.24 1+60 C 3 15 14.88 0.43
C-441 Table 222. Modulus measured by DSPA in N-10, MO Base, ksi Station Point Trial Average 0+20 A 4 97 0+20 B 4 80 0+20 C 4 105 0+54 B 4 123 0+60 A 4 81 0+60 B 4 104 0+60 C 4 113 0+85 B 4 130 1+00 B 4 81 1+10 A 4 96 1+10 B 4 111 1+10 C 4 91 1+40 B 4 98 1+60 A 4 56 1+60 B 4 129 1+60 C 4 58
C-442 Table 223. Summary of Resilient Modulus Test Results in N-10, MO Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 5.1 2.9 2.9 10.9 1.0 2.2 13153 11189 2 10.3 5.9 5.9 22.1 2.1 4.4 20150 20596 3 17.0 9.9 9.9 36.8 3.3 7.1 28969 31392 4 25.6 14.9 14.9 55.4 5.0 10.7 41245 43078 5 34.0 19.9 19.9 73.8 6.6 14.1 53252 53221 6 6.6 2.9 2.9 12.4 1.7 3.7 12934 12229 7 13.2 5.9 5.9 25.0 3.4 7.3 20576 21867 8 22.1 9.9 9.9 41.9 5.8 12.2 30859 32461 9 33.0 14.9 14.9 62.8 8.5 18.1 43898 43221 10 44.0 19.9 19.9 83.8 11.4 24.1 56551 52133 11 9.6 2.9 2.9 15.4 3.2 6.7 14479 14115 12 19.3 5.9 5.9 31.1 6.3 13.4 24119 24171 13 32.0 9.9 9.9 51.8 10.4 22.1 36224 34259 14 47.9 14.9 14.9 77.7 15.6 33.0 48579 43832 15 63.9 19.9 19.9 103.7 20.7 44.0 56929 51315 16 12.7 2.9 2.9 18.5 4.6 9.8 15585 15840 17 25.2 5.9 5.9 37.0 9.1 19.3 25259 26045 18 42.0 9.9 9.9 61.8 15.1 32.1 35695 35808 19 63.1 14.9 14.9 92.9 22.7 48.2 44344 44633 20 84.1 19.9 19.9 123.9 30.3 64.2 54916 51307 21 18.7 2.9 2.9 24.5 7.4 15.8 16492 18689 22 37.2 5.9 5.9 49.0 14.8 31.3 26259 29140 23 60.1 9.9 9.9 79.9 23.7 50.2 35155 38155 24 93.1 14.9 14.9 122.9 36.9 78.2 44308 46312 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 20863 Repetition 2 1 5.0 2.9 2.9 10.8 1.0 2.1 10626 9542 2 10.2 5.9 5.9 22.0 2.0 4.3 16473 16963 3 17.0 9.9 9.9 36.8 3.3 7.1 23309 25358 4 25.6 14.9 14.9 55.4 5.0 10.7 32850 34434 5 34.1 19.9 19.9 73.9 6.7 14.2 43791 42377 6 6.6 2.9 2.9 12.4 1.7 3.7 10584 10499 7 13.3 5.9 5.9 25.1 3.5 7.4 17311 18246
C-443 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 8 22.0 9.9 9.9 41.8 5.7 12.1 25246 26683 9 33.1 14.9 14.9 62.9 8.6 18.2 36436 35516 10 44.2 19.9 19.9 84.0 11.5 24.3 47449 43015 11 9.6 2.9 2.9 15.4 3.2 6.7 12217 12146 12 19.2 5.9 5.9 31.0 6.3 13.3 20811 20429 13 32.2 9.9 9.9 52.0 10.5 22.3 31155 29101 14 48.1 14.9 14.9 77.9 15.7 33.2 41457 37630 15 64.1 19.9 19.9 103.9 20.8 44.2 48193 44655 16 12.6 2.9 2.9 18.4 4.6 9.7 13214 13636 17 25.5 5.9 5.9 37.3 9.2 19.6 22115 22474 18 42.0 9.9 9.9 61.8 15.1 32.1 28888 31153 19 63.0 14.9 14.9 92.8 22.7 48.1 34227 39617 20 20.0 20.0 20.0 60.0 0.0 0.0 21 3.0 3.0 3.0 9.0 0.0 0.0 22 6.0 6.0 6.0 18.0 0.0 0.0 23 10.0 10.0 10.0 30.0 0.0 0.0 24 15.0 15.0 15.0 45.0 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 17638 Repetition 5 1 5.1 2.9 2.9 10.9 1.0 2.2 9203 8777 2 10.2 5.9 5.9 22.0 2.0 4.3 18063 17712 3 17.0 9.9 9.9 36.8 3.3 7.1 29244 29094 4 25.5 14.9 14.9 55.3 5.0 10.6 41308 42424 5 34.0 19.9 19.9 73.8 6.6 14.1 52314 54837 6 6.6 2.9 2.9 12.4 1.7 3.7 9440 9798 7 13.3 5.9 5.9 25.1 3.5 7.4 19564 19383 8 22.1 9.9 9.9 41.9 5.8 12.2 31292 31026 9 33.1 14.9 14.9 62.9 8.6 18.2 44650 44113 10 44.0 19.9 19.9 83.8 11.4 24.1 56112 55867 11 9.6 2.9 2.9 15.4 3.2 6.7 11333 11730 12 19.3 5.9 5.9 31.1 6.3 13.4 23512 22337 13 32.0 9.9 9.9 51.8 10.4 22.1 37072 34440 14 48.0 14.9 14.9 77.8 15.6 33.1 49619 47381 15 64.0 19.9 19.9 103.8 20.8 44.1 56721 58557 16 12.6 2.9 2.9 18.4 4.6 9.7 12833 13533
C-444 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 17 25.4 5.9 5.9 37.2 9.2 19.5 24910 25040 18 42.0 9.9 9.9 61.8 15.1 32.1 36009 37546 19 63.0 14.9 14.9 92.8 22.7 48.1 45066 50534 20 84.0 19.9 19.9 123.8 30.2 64.1 54517 61525 21 18.6 2.9 2.9 24.4 7.4 15.7 14476 16821 22 37.4 5.9 5.9 49.2 14.8 31.5 24541 29717 23 10.0 10.0 10.0 30.0 0.0 0.0 24 15.0 15.0 15.0 45.0 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 18592 Calculated Mr coefficients for Rep 1 Rep 2 Rep 5 K1 1,052.6 869.9 850.0 K2 0.926 0.851 1.050 K5 -0.693 -0.468 -0.575
C-445 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 91. Resilient Modulus vs. Deviator Stress in N-10, MO Base - Rep 1 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 92. Bulk stress vs. Resilient Modulus in N-10, MO Base - Rep 1 y = 0.9198x + 2468.2 R2 = 0.976 0 10000 20000 30000 40000 50000 60000 0 10000 20000 30000 40000 50000 60000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 93. Predicted vs Measured Resilient Modulus in N-10, MO Base - Rep 1
C-446 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 94. Resilient Modulus vs. Deviator Stress in N-10, MO Base - Rep 2 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 95. Bulk stress vs. Resilient Modulus in N-10, MO Base - Rep 2 y = 0.9216x + 1979.1 R2 = 0.9665 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 96. Predicted vs Measured Resilient Modulus in N-10, MO Base - Rep 2
C-447 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 97. Resilient Modulus vs. Deviator Stress in N-10, MO Base - Rep 5 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 98. Bulk stress vs. Resilient Modulus in N-10, MO Base - Rep 5 y = 1.0353x - 200.46 R2 = 0.9812 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 99. Predicted vs Measured Resilient Modulus in N-10, MO Base - Rep 5
C-448 NCAT TEST SECTIONS, S-11 BASE TESTING Paving direction (counter-clockwise) Outer Lane Legend Only Geogauge tests Tests conducted with Geogauge and DCP/NDG 0+ 00 0+ 30 0+ 70 1+ 40 1+ 70 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 80 1+ 00 1+ 20 0+ 00 0+ 00 0+ 30 0+ 30 0+ 70 0+ 70 1+ 40 1+ 40 1+ 70 1+ 70 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 80 0+ 80 1+ 00 1+ 00 1+ 20 1+ 20
C-449 Table 224. Modulus measured by Geogauge B24C in S-11, AL Base, ksi Station Point Modulus Average Std Dev 0+30 A 15.23 0+30 A 13.46 0+30 A 15.35 14.68 1.06 0+30 B 14.89 0+30 B 15.08 0+30 B 12.45 14.14 1.47 0+30 C 11.31 0+30 C 13.75 0+30 C 11.43 12.16 1.38 0+70 B 20.66 0+70 B 17.24 0+70 B 19.69 19.2 1.76 0+80 A 14.07 0+80 A 14.2 0+80 A 15.79 14.69 0.96 0+80 B 21.54 0+80 B 19.78 0+80 B 17.36 19.56 2.1 0+80 C 13.13 0+80 C 13.49 0+80 C 13.22 13.28 0.19 1+00 B 16 1+00 B 14.24 1+00 B 16.3 15.51 1.11 1+20 A 11.09 1+20 A 13.26 1+20 A 14.87 13.07 1.9 1+20 B 16.64 1+20 B 16.19 1+20 B 17.2 16.68 0.51 1+20 C 14.06 1+20 C 13.35 1+20 C 13.13 13.51 0.49 1+40 B 13.17 1+40 B 14.35 1+40 B 14.25 13.92 0.65 1+70 A 12.5 1+70 A 17.82 1+70 A 15.66 15.33 2.68 Table 224. Modulus measured by Geogauge B24C in S-11, AL Base, ksi Continued Station Point Modulus Average Std
C-450 Dev 1+70 B 16.27 1+70 B 13.3 1+70 B 17.05 15.54 1.98 1+70 C 15.78 1+70 C 15.19 1+70 C 14.39 15.12 0.7
C-451 Table 225. Modulus measured by DSPA in S-11, AL Base, ksi Station Point Average 0+30 A 110 0+30 B 80 0+30 C 110 0+70 B 61 0+80 A 113 0+80 B 52 0+80 C 105 1+00 A 47 1+00 A 49 1+00 A 52 1+00 A 54 1+00 A 56 1+00 A 57 1+00 A 60 1+00 A 62 1+00 A 64 1+00 B 66 1+20 A 106 1+20 B 74 1+20 C 109 1+40 B 80 1+70 A 98 1+70 B 110 1+70 C 99
C-452 Table 226. Summary of Resilient Modulus Test Results in S-11, AL Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 5.1 2.9 2.9 10.9 1.0 2.2 8702 7682 2 10.2 5.9 5.9 22.0 2.0 4.3 12426 12965 3 17.1 9.9 9.9 36.9 3.4 7.2 17528 18838 4 25.4 14.8 14.8 55.0 5.0 10.6 24280 24922 5 33.9 19.8 19.8 73.5 6.6 14.1 31204 30340 6 6.6 2.9 2.9 12.4 1.7 3.7 8624 8360 7 13.0 5.9 5.9 24.8 3.3 7.1 13017 13854 8 22.0 9.8 9.8 41.6 5.8 12.2 19200 19806 9 33.0 14.9 14.9 62.8 8.5 18.1 26423 26069 10 44.0 19.8 19.8 83.6 11.4 24.2 33617 31243 11 9.5 2.9 2.9 15.3 3.1 6.6 9494 9569 12 19.3 5.9 5.9 31.1 6.3 13.4 15521 15654 13 32.0 9.9 9.9 51.8 10.4 22.1 22812 21847 14 48.2 14.8 14.8 77.8 15.7 33.4 29806 27999 15 64.2 19.9 19.9 104.0 20.9 44.3 35031 33204 16 11.9 2.9 2.9 17.7 4.2 9.0 10364 10485 17 25.9 5.9 5.9 37.7 9.4 20.0 17675 17317 18 42.0 9.9 9.9 61.8 15.1 32.1 23912 23587 19 63.0 14.9 14.9 92.8 22.7 48.1 28664 29876 20 83.9 19.8 19.8 123.5 30.2 64.1 33937 34965 21 18.6 2.9 2.9 24.4 7.4 15.7 12081 12742 22 37.3 5.8 5.8 48.9 14.8 31.5 18260 19735 23 10.0 10.0 10.0 30.0 0.0 0.0 24 15.0 15.0 15.0 45.0 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 Repetition 2 1 5.1 2.9 2.9 10.9 1.0 2.2 9784 8737 2 10.2 5.9 5.9 22.0 2.0 4.3 14777 15527 3 17.0 9.9 9.9 36.8 3.3 7.1 21716 23310 4 25.5 14.8 14.8 55.1 5.0 10.7 30734 31604 5 34.0 19.8 19.8 73.6 6.7 14.2 39618 39020 6 6.6 2.9 2.9 12.4 1.7 3.7 9964 9559 7 13.3 5.9 5.9 25.1 3.5 7.4 15657 16711
C-453 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 8 22.0 9.9 9.9 41.8 5.7 12.1 23494 24533 9 32.9 14.8 14.8 62.5 8.5 18.1 33335 32597 10 43.9 19.8 19.8 83.5 11.4 24.1 42422 39594 11 9.7 2.9 2.9 15.5 3.2 6.8 11149 11122 12 19.3 5.9 5.9 31.1 6.3 13.4 18548 18758 13 32.0 9.8 9.8 51.6 10.5 22.2 27997 26611 14 47.9 14.8 14.8 77.5 15.6 33.1 37301 34561 15 63.9 19.8 19.8 103.5 20.8 44.1 43502 41114 16 12.6 2.9 2.9 18.4 4.6 9.7 12391 12446 17 25.3 5.8 5.8 36.9 9.2 19.5 20683 20443 18 41.9 9.8 9.8 61.5 15.1 32.1 29387 28540 19 62.9 14.8 14.8 92.5 22.7 48.1 36312 36417 20 84.0 19.8 19.8 123.6 30.3 64.2 42790 42791 21 18.6 2.9 2.9 24.4 7.4 15.7 14090 14864 22 37.2 5.9 5.9 49.0 14.8 31.3 22496 23616 23 59.9 9.8 9.8 79.5 23.6 50.1 28277 31593 24 14.8 14.8 14.8 44.4 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 Repetition 3 1 5.1 2.9 2.9 10.9 1.0 2.2 10439 8742 2 10.2 5.9 5.9 22.0 2.0 4.3 14079 14270 3 17.1 9.9 9.9 36.9 3.4 7.2 19173 20207 4 25.4 14.8 14.8 55.0 5.0 10.6 25553 26182 5 34.0 19.8 19.8 73.6 6.7 14.2 32463 31379 6 6.6 2.9 2.9 12.4 1.7 3.7 9695 9444 7 13.3 5.9 5.9 25.1 3.5 7.4 14055 15213 8 22.0 9.9 9.9 41.8 5.7 12.1 20143 21129 9 33.1 14.9 14.9 62.9 8.6 18.2 27392 27071 10 43.9 19.8 19.8 83.5 11.4 24.1 34347 31879 11 9.6 2.9 2.9 15.4 3.2 6.7 10394 10718 12 19.3 5.9 5.9 31.1 6.3 13.4 16275 16825 13 32.2 9.9 9.9 52.0 10.5 22.3 23752 22836 14 47.9 14.8 14.8 77.5 15.6 33.1 30276 28472 15 63.9 19.8 19.8 103.5 20.8 44.1 34558 33092 16 12.6 2.9 2.9 18.4 4.6 9.7 11463 11852 17 25.4 5.9 5.9 37.2 9.2 19.5 18157 18250 18 42.0 9.9 9.9 61.8 15.1 32.1 24591 24274
C-454 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 19 62.9 14.9 14.9 92.7 22.6 48.0 29113 29937 20 83.9 19.8 19.8 123.5 30.2 64.1 33772 34370 21 18.6 2.9 2.9 24.4 7.4 15.7 12926 13817 22 37.5 5.9 5.9 49.3 14.9 31.6 19645 20639 23 9.8 9.8 9.8 29.4 0.0 0.0 24 15.0 15.0 15.0 45.0 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std 15.0 5.0 5.0 25.0 4.7 10.0 Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 674.9 794.1 759.9 K2 0.776 0.860 0.732 K3 -0.350 -0.476 -0.388
C-455 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 100. Resilient Modulus vs. Deviator Stress in S-11, AL Base - Rep 1 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 101. Bulk stress vs. Resilient Modulus in S-11, AL Base - Rep 1 y = 0.9552x + 852.98 R2 = 0.9864 0 5000 10000 15000 20000 25000 30000 35000 40000 0 5000 10000 15000 20000 25000 30000 35000 40000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 102. Predicted vs Measured Resilient Modulus in S-11, AL Base - Rep 1
C-456 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 103. Resilient Modulus vs. Deviator Stress in S-11, AL Base - Rep 2 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 104. Bulk stress vs. Resilient Modulus in S-11, AL Base - Rep 2 y = 0.9477x + 1230.7 R2 = 0.9854 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 105. Predicted vs Measured Resilient Modulus in S-11, AL Base - Rep 2
C-457 Deviator Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 106. Resilient Modulus vs. Deviator Stress in S-11, AL Base - Rep 3 Bulk Stress vs Resilient Modulus 0 5000 10000 15000 20000 25000 30000 35000 40000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 107. Bulk stress vs. Resilient Modulus in S-11, AL Base - Rep 3 y = 0.9478x + 1044.3 R2 = 0.9859 0 5000 10000 15000 20000 25000 30000 35000 40000 0 5000 10000 15000 20000 25000 30000 35000 40000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 108. Predicted vs Measured Resilient Modulus in S-11, AL Base - Rep 3
C-458 SR-53, OH - BASE TESTING 49 0+ 80 49 1+ 00 49 0+ 90 48 9+ 00 48 8+ 90 48 8+ 80 48 6+ 90 48 6+ 80 48 4+ 00 48 7+ 00 48 0+ 80 48 2+ 00 48 1+ 90 48 3+ 90 48 1+ 80 47 9+ 90 47 9+ 80 47 8+ 00 48 0+ 00 47 7+ 90 47 7+ 80 43 0+ 50 43 0+ 00 42 9+ 50 43 1+ 50 43 1+ 00 42 9+ 00 42 8+ 50 42 8+ 00 Northbound lanes Southbound lanes Legend Only Geogauge test Geogauge and DCP 487+20 480+20 49 0+ 80 49 0+ 80 49 1+ 00 49 1+ 00 49 0+ 90 49 0+ 90 48 9+ 00 48 9+ 00 48 8+ 90 48 8+ 90 48 8+ 80 48 8+ 80 48 6+ 90 48 6+ 90 48 6+ 80 48 6+ 80 48 4+ 00 48 4+ 00 48 7+ 00 48 7+ 00 48 0+ 80 48 0+ 80 48 2+ 00 48 2+ 00 48 1+ 90 48 1+ 90 48 3+ 90 48 3+ 90 48 1+ 80 48 1+ 80 47 9+ 90 47 9+ 90 47 9+ 80 47 9+ 80 47 8+ 00 47 8+ 00 48 0+ 00 48 0+ 00 47 7+ 90 47 7+ 90 47 7+ 80 47 7+ 80 43 0+ 50 43 0+ 50 43 0+ 00 43 0+ 00 42 9+ 50 42 9+ 50 43 1+ 50 43 1+ 50 43 1+ 00 43 1+ 00 42 9+ 00 42 9+ 00 42 8+ 50 42 8+ 50 42 8+ 00 42 8+ 00
C-459 Table 227. Modulus measured by Geogauge B25C in SR-53, OH Base, ksi Station Trial Modulus Average Std Dev 428+00 1 22.7 428+00 2 26.38 428+00 3 22.2 23.76 2.28 428+50 1 21.62 428+50 2 23.77 428+50 3 21.55 22.31 1.26 429+00 1 22.31 429+00 2 26.24 429+00 3 23.46 24 2.02 429+50 1 22.47 429+50 2 21.57 429+50 3 24.89 429+50 4 22.58 22.88 1.42 430+00 1 26.28 430+00 2 16.35 430+00 3 20.91 430+00 4 19.78 20.83 4.12 430+50 1 17.72 430+50 2 25.27 430+50 3 23.59 430+50 4 25.04 22.91 3.54 431+00 1 27.3 431+00 2 23.02 431+00 3 27.24 431+00 4 25.05 25.65 2.04 431+50 1 28.19 431+50 2 28.93 431+50 3 23.43 26.85 2.98 477+80 1 24.01 477+80 2 28.59 477+80 3 22.14 24.91 3.32 477+90 1 29.42 477+90 2 17.95 477+90 3 25.4 477+90 4 18.78 22.89 5.48 478+00 1 22.44 478+00 2 18.68 478+00 3 24.47 21.86 2.94 479+80 1 23.87 Table 227. Modulus measured by Geogauge B25C in SR-53, OH Base, ksi Continued Station Trial Modulus Average Std
C-460 Dev 479+80 2 20.51 479+80 3 23.75 22.71 1.91 479+90 1 26.91 479+90 2 27 479+90 3 23.77 479+90 4 25.82 25.88 1.5 480+00 1 23.97 480+00 2 23.89 480+00 3 26.45 24.77 1.46 481+80 1 21.4 481+80 2 22.2 481+80 3 23.08 22.23 0.84 481+90 1 23.36 481+90 2 20.01 481+90 3 20.78 21.38 1.75 482+00 1 20.49 482+00 2 16.62 482+00 3 19.33 18.81 1.99 483+80 1 28.67 483+80 2 23.33 483+80 3 20.41 483+80 4 26.97 24.85 3.7 483+90 1 20.26 483+90 2 21.19 483+90 3 23.17 483+90 4 19.26 20.97 1.66 484+00 1 21.21 484+00 2 25.64 484+00 3 23.47 23.44 2.22 486+80 1 28.61 486+80 2 26.73 486+80 3 27.35 27.56 0.96 486+90 1 24.56 486+90 2 28.99 486+90 3 25.51 26.35 2.33 487+00 1 22.66 487+00 2 22.3 487+00 3 20.99 21.98 0.88 488+80 1 26.22 Table 227. Modulus measured by Geogauge B25C in SR-53, OH Base, ksi Continued Station Trial Modulus Average Std Dev 488+80 2 23.75 488+80 3 24.78 24.92 1.24
C-461 488+90 1 26.75 488+90 2 23.21 488+90 3 27.66 25.87 2.35 489+00 1 21.11 489+00 2 23.82 489+00 3 22.96 22.63 1.38 490+80 1 21.7 490+80 2 18.15 490+80 3 23.12 20.99 2.56 490+90 1 16.1 490+90 2 17.29 490+90 3 14.26 15.88 1.53 491+00 1 16.26 491+00 2 13.28 491+00 3 17.91 491+00 4 14.95 15.6 1.96
C-462 Table 228. Modulus measured by Geogauge B24C in SR-53, OH Base, ksi Station Trial Modulus Average Std Dev 428+00 1 28.9 428+00 2 26.41 428+00 3 26.24 27.18 1.49 428+50 1 24.65 428+50 2 24.6 428+50 3 23.26 24.17 0.79 429+00 1 26.9 429+00 2 28.05 429+00 3 26.36 27.1 0.86 429+50 1 23.03 429+50 2 22.69 429+50 3 19.09 21.6 2.18 430+00 1 24.61 430+00 2 22.24 430+00 3 20.78 22.54 1.93 430+50 1 23.37 430+50 2 23.68 430+50 3 21.6 22.88 1.12 431+00 1 25.12 431+00 2 24.16 431+00 3 23.48 24.25 0.82 431+50 1 28.66 431+50 2 23.12 431+50 3 24.26 25.35 2.93 477+80 1 26.67 477+80 2 22.91 477+80 3 26.66 25.41 2.17 477+90 1 24.5 477+90 2 26.75 477+90 3 27.29 26.18 1.48 478+00 1 25.04 478+00 2 24.72 478+00 3 23.35 24.37 0.9 479+90 1 23.1 479+90 2 22.56 479+90 3 24.49 23.38 1.03 480+00 1 29.91 480+00 2 33.2 480+00 3 24.22 29.11 4.54
C-463 Table 228. Modulus measured by Geogauge B24C in SR-53, OH Base, ksi Continued Station Trial Modulus Average Std Dev 481+80 1 22.55 481+80 2 20.78 481+80 3 18.65 20.66 1.95 481+90 1 19.14 481+90 2 22.5 481+90 3 22.46 21.37 1.93 482+00 1 19.93 482+00 2 17.5 482+00 3 20.94 19.46 1.77 483+80 1 28.09 483+80 2 25.34 483+80 3 28.61 27.35 1.76 483+90 1 23.6 483+90 2 20.44 483+90 3 23.61 22.55 1.83 484+00 1 23.21 484+00 2 19.12 484+00 3 21.37 21.23 2.05 486+80 1 25.82 486+80 2 24.19 486+80 3 22.96 24.32 1.43 486+90 1 29.83 486+90 2 29.38 486+90 3 28.39 29.2 0.74 487+00 1 20.58 487+00 2 21.36 487+00 3 23.59 21.84 1.56 488+80 1 26.77 488+80 2 23.04 488+80 3 25.46 25.09 1.89 488+90 1 23.09 488+90 2 28.32 488+90 3 26.91 26.11 2.71 489+00 1 20.56 489+00 2 25.57 489+00 3 21.24 22.46 2.72 490+80 1 21.43 490+80 2 20.15 490+80 3 20.71 20.76 0.64
C-464 Table 228. Modulus measured by Geogauge B24C in SR-53, OH Base, ksi Continued Station Trial Modulus Average Std Dev 490+90 1 15.25 490+90 2 15.97 490+90 3 14.43 15.22 0.77 491+00 1 15.92 491+00 2 16.98 491+00 3 16.15 16.35 0.56
C-465 Table 229. Penetration Index measured by DCP in SR-53, OH Base, mm/blow Station # of Blows mm/blow Average 429+50 2 13.5 429+50 4 12.25 429+50 6 10.17 429+50 8 10.13 429+50 10 9.4 429+50 12 9.25 429+50 14 8.79 429+50 16 8.25 429+50 18 7.94 9.96 430+00 2 4 430+00 4 5.75 430+00 6 5 430+00 8 5 430+00 10 5 430+00 12 4.75 430+00 14 4.43 430+00 16 4.31 430+00 18 4.17 430+00 20 4.15 430+00 22 4.18 430+00 24 4.08 430+00 26 4.08 430+00 28 4 430+00 30 4.1 430+00 32 4.22 430+00 34 4.53 4.46 431+50 2 9 431+50 4 8 431+50 6 7.17 431+50 8 6.5 431+50 10 6 431+50 12 5.42 431+50 14 5.14 431+50 16 4.81 431+50 18 4.56 431+50 20 4.4 431+50 22 4.23 431+50 24 4.08 431+50 26 4.04
C-466 Table 229. Penetration Index measured by DCP in SR-53, OH Base, mm/blow Continued Station # of Blows mm/blow Average 431+50 28 3.93 431+50 30 3.9 431+50 32 3.88 431+50 34 3.91 431+50 36 3.92 431+50 38 3.95 5.1 480+20 2 5.5 480+20 4 6 480+20 6 6 480+20 8 6 480+20 10 5.7 480+20 12 5.67 480+20 14 5.71 480+20 16 6.13 480+20 18 6.11 480+20 20 5.95 480+20 22 5.73 480+20 24 5.58 5.84 487+20 2 10.5 487+20 4 7.5 487+20 6 6.17 487+20 8 5.63 487+20 10 5.1 487+20 12 4.83 487+20 14 4.64 487+20 16 4.56 487+20 18 4.56 487+20 20 4.4 487+20 22 4.27 487+20 24 4.13 487+20 26 4.08 487+20 28 3.96 487+20 30 3.97 487+20 32 3.91 487+20 34 3.82 487+20 36 3.78 487+20 38 3.71 487+20 40 3.7 4.86
C-467 Table 229. Penetration Index measured by DCP in SR-53, OH Base, mm/blow Continued Station # of Blows mm/blow Average 491+00 5 6.4 491+00 10 5.9 491+00 15 6.47 491+00 20 6.9 491+00 25 7.08 6.55
C-468 Table 230. Modulus measured by DSPA in SR-53, OH Base, ksi Station Trial Average 428+00 3 65 428+50 3 58 429+00 3 76 429+50 4 23 430+00 4 44 430+50 4 38 431+00 4 58 431+50 3 69 477+80 3 75 477+90 4 77 478+00 3 54 479+80 3 43 479+90 3 72 480+00 3 80 481+80 3 55 481+90 3 53 482+00 3 40 483+80 4 61 483+90 4 52 484+00 3 53 486+80 3 78 486+90 3 84 487+00 3 61 488+80 3 72 488+90 3 93 489+00 3 51 490+80 3 55 490+90 3 56 491+00 3 79
C-469 Table 231. Summary of Resilient Modulus Test Results in SR-53, OH Base Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi Repetition 1 1 5.2 2.9 2.9 11.0 1.1 2.3 17877 14948 2 10.2 5.9 5.9 22.0 2.0 4.3 27070 27886 3 17.0 9.9 9.9 36.8 3.3 7.1 40655 43097 4 25.6 14.9 14.9 55.4 5.0 10.7 57713 59442 5 34.1 19.9 19.9 73.9 6.7 14.2 74996 73502 6 6.6 2.9 2.9 12.4 1.7 3.7 17743 16224 7 13.2 5.9 5.9 25.0 3.4 7.3 27538 29496 8 22.0 9.9 9.9 41.8 5.7 12.1 41984 44011 9 33.3 14.9 14.9 63.1 8.7 18.4 60112 58569 10 45.1 19.9 19.9 84.9 11.9 25.2 74969 70145 11 9.6 2.9 2.9 15.4 3.2 6.7 19228 18684 12 19.2 5.9 5.9 31.0 6.3 13.3 31265 32195 13 32.1 9.9 9.9 51.9 10.5 22.2 47246 45562 14 48.3 14.9 14.9 78.1 15.7 33.4 63049 57755 15 64.1 19.9 19.9 103.9 20.8 44.2 71966 66940 16 12.6 2.9 2.9 18.4 4.6 9.7 20259 20833 17 25.3 5.9 5.9 37.1 9.1 19.4 32776 34419 18 41.9 9.9 9.9 61.7 15.1 32.0 46939 46805 19 62.9 14.9 14.9 92.7 22.6 48.0 60425 57520 20 83.9 19.9 19.9 123.7 30.2 64.0 71344 65242 21 18.9 2.9 2.9 24.7 7.5 16.0 21783 24589 22 37.3 5.9 5.9 49.1 14.8 31.4 32627 37807 23 59.8 9.9 9.9 79.6 23.5 49.9 42308 48648 24 15.0 15.0 15.0 45.0 0.0 0.0 25 20.0 20.0 20.0 60.0 0.0 0.0 26 3.0 3.0 3.0 9.0 0.0 0.0 27 6.0 6.0 6.0 18.0 0.0 0.0 28 10.0 10.0 10.0 30.0 0.0 0.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Repetition 2 1 5.1 2.9 2.9 10.9 1.0 2.2 17660 15230 2 10.2 5.9 5.9 22.0 2.0 4.3 25151 26464 3 17.0 9.9 9.9 36.8 3.3 7.1 35966 39153 4 25.4 14.8 14.8 55.0 5.0 10.6 49578 52544 5 33.9 19.8 19.8 73.5 6.6 14.1 64311 64501 6 6.4 2.9 2.9 12.2 1.6 3.5 17545 16445 7 13.3 5.9 5.9 25.1 3.5 7.4 26733 28483
C-470 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 8 21.9 9.8 9.8 41.5 5.7 12.1 38428 41063 9 32.9 14.8 14.8 62.5 8.5 18.1 54113 54482 10 44.0 19.8 19.8 83.6 11.4 24.2 69071 65925 11 9.7 2.9 2.9 15.5 3.2 6.8 19534 19281 12 19.2 5.9 5.9 31.0 6.3 13.3 31039 31931 13 32.0 9.9 9.9 51.8 10.4 22.1 46801 45183 14 47.9 14.8 14.8 77.5 15.6 33.1 63769 58200 15 64.0 19.8 19.8 103.6 20.8 44.2 76229 69146 16 12.6 2.9 2.9 18.4 4.6 9.7 21916 21532 17 25.3 5.9 5.9 37.1 9.1 19.4 35664 35084 18 42.0 9.9 9.9 61.8 15.1 32.1 53167 48624 19 63.1 14.8 14.8 92.7 22.8 48.3 67374 61719 20 84.4 19.8 19.8 124.0 30.5 64.6 78646 72535 21 18.7 2.9 2.9 24.5 7.4 15.8 25157 25715 22 37.5 5.9 5.9 49.3 14.9 31.6 41823 40506 23 59.9 9.9 9.9 79.7 23.6 50.0 55902 54022 24 93.8 14.8 14.8 123.4 37.2 79.0 65553 68139 25 125.0 19.8 19.8 164.6 49.6 105.2 71447 79006 26 23.9 2.9 2.9 29.7 9.9 21.0 23895 28836 27 50.5 5.9 5.9 62.3 21.0 44.6 39315 45396 28 83.8 9.8 9.8 103.4 34.9 74.0 29 15.0 15.0 15.0 45.0 0.0 0.0 Std Repetition 3 1 5.1 2.9 2.9 10.9 1.0 2.2 17646 14740 2 10.2 5.9 5.9 22.0 2.0 4.3 27340 28195 3 17.1 9.9 9.9 36.9 3.4 7.2 40995 44222 4 25.6 14.9 14.9 55.4 5.0 10.7 58229 61680 5 34.0 19.9 19.9 73.8 6.6 14.1 75080 76961 6 6.6 2.9 2.9 12.4 1.7 3.7 17872 16164 7 13.3 5.9 5.9 25.1 3.5 7.4 28375 30014 8 22.1 9.9 9.9 41.9 5.8 12.2 43295 45391 9 33.0 14.9 14.9 62.8 8.5 18.1 61523 61154 10 44.0 19.9 19.9 83.8 11.4 24.1 79688 74162 11 9.7 2.9 2.9 15.5 3.2 6.8 19868 18822 12 19.3 5.9 5.9 31.1 6.3 13.4 32879 32999 13 32.0 9.9 9.9 51.8 10.4 22.1 49538 47367 14 48.0 14.9 14.9 77.8 15.6 33.1 67006 60874 15 64.0 19.9 19.9 103.8 20.8 44.1 82410 71251 16 12.7 2.9 2.9 18.5 4.6 9.8 21585 21089 17 25.2 5.9 5.9 37.0 9.1 19.3 35420 35426 18 42.0 9.9 9.9 61.8 15.1 32.1 50563 49039
C-471 Sequence Ï1 Ï2 Ï3 θ Ïoct Ï1 - Ï3 MR Pred. MR psi psi psi psi psi psi psi psi 19 63.0 14.9 14.9 92.8 22.7 48.1 65429 61092 20 84.0 19.9 19.9 123.8 30.2 64.1 80570 70000 21 18.6 2.9 2.9 24.4 7.4 15.7 23301 24876 22 37.3 5.9 5.9 49.1 14.8 31.4 35308 39366 23 61.0 9.9 9.9 80.8 24.1 51.1 45649 51636 24 94.1 14.9 14.9 123.9 37.3 79.2 59485 62103 25 124.2 19.9 19.9 164.0 49.2 104.3 75213 69399 26 24.0 2.9 2.9 29.8 9.9 21.1 23261 27757 27 49.2 5.9 5.9 61.0 20.4 43.3 36285 42359 28 85.5 9.9 9.9 105.3 35.6 75.6 50112 54280 29 124.4 14.9 14.9 154.2 51.6 109.5 63660 63291 std Calculated Mr coefficients for Rep 1 Rep 2 Rep 3 K1 1,429.4 1,363.5 1,427.7 K2 0.970 0.823 0.995 K3 -0.835 -0.418 -0.819
C-472 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 109. Resilient Modulus vs. Deviator Stress in SR-53, OH Base - Rep 1 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 110. Bulk stress vs. Resilient Modulus in SR-53, OH Base - Rep 1 y = 0.9107x + 3561.8 R2 = 0.9772 0 10000 20000 30000 40000 50000 60000 70000 80000 0 10000 20000 30000 40000 50000 60000 70000 80000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 111. Predicted vs Measured Resilient Modulus in SR-53, OH Base - Rep 1
C-473 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 112. Resilient Modulus vs. Deviator Stress in SR-53, OH Base - Rep 2 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 113. Bulk stress vs. Resilient Modulus in SR-53, OH Base - Rep 2 y = 0.9337x + 2741.5 R2 = 0.966 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 114. Predicted vs Measured Resilient Modulus in SR-53, OH Base - Rep 2
C-474 Deviator Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 Deviator Stress (psi) R es ili en t M od ul us (p si ) Figure 115. Resilient Modulus vs. Deviator Stress in SR-53, OH Base - Rep 3 Bulk Stress vs Resilient Modulus 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 Bulk Stress (psi) R es ili en t M od ul us (p si ) Figure 116. Bulk stress vs. Resilient Modulus in SR-53, OH Base - Rep 3 y = 0.8894x + 4808.4 R2 = 0.9607 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 Measured Mr, psi Pr ed ic te d M r, ps i Figure 117. Predicted vs Measured Resilient Modulus in SR-53, OH Base - Rep 3
C-475 PART B TESTING HMA MATERIAL TEST DATA
C-476 US-47, MISSOURI HMA SECTIONS 10 0+ 50 88 +5 0 88 +0 0 73 +2 0 51 +5 0 45 +8 0 Sp ec ia l po in t 84+40 Northbound towards Union Southbound towards St. Clair Asphalt shoulder Asphalt shoulder 93+25 ????? 105+60 113+35 115+65 ????? ????? Legend Tests conducted along the centerline of the shoulder Tests conducted along the confined edge US 47 Asphalt Shoulder test section. (tests conducted at the time of paving) 10 0+ 50 10 0+ 50 88 +5 0 88 +0 0 88 +0 0 73 +2 0 73 +2 0 51 +5 0 51 +5 0 45 +8 0 45 +8 0 Sp ec ia l po in t Sp ec ia l po in t 84+40 84+40 93+25 93+25 ????? ????? 105+60 105+60 113+35 113+35 115+65 115+65 ????? ????? ????? ????? Layout of Test Points on the Shoulder 96 +1 3 Northbound towards Union Southbound towards St. Clair Asphalt shoulder Asphalt shoulder Legend Tests conducted along the centreline of the shoulder Tests conducted along the confined edge 1 05 +1 3 10 4+ 13 10 2+ 13 99 +1 3 93 +1 3 92 +1 3 91 +1 3 90 +1 3 89 +1 3 88 +1 3 87 +1 3 86 +1 3 85 +1 3 84 +1 3 96 +1 3 96 +1 3 10 5+ 13 10 5+ 13 10 4+ 13 10 4+ 13 10 2+ 13 10 2+ 13 99 +1 3 99 +1 3 93 +1 3 93 +1 3 92 +1 3 92 +1 3 91 +1 3 91 +1 3 90 +1 3 90 +1 3 89 +1 3 89 +1 3 88 +1 3 88 +1 3 87 +1 3 87 +1 3 86 +1 3 86 +1 3 85 +1 3 85 +1 3 84 +1 3 84 +1 3 Layout of Points for Tests Conducted Three Days After Paving on the Shoulder Paved in the Southbound Direction
C-477 25 5+ 61 25 5+ 00 22 8+ 09 22 5+ 09 22 2+ 09 Northbound towards Union Southbound towards St. Clair Asphalt shoulder Asphalt shoulder US 47 Asphalt Southbound Lane & Shoulder test section. (tests conducted at the time of paving on 8/16) 25 4+ 00 25 3+ 40 25 1+ 61 25 0+ 22 24 8+ 00 24 6+ 02 24 4+ 00 24 3+ 05 21 9+ 09 21 7+ 49 21 3+ 09 20 1+ 09 19 6+ 29 19 2+ 59 18 9+ 09 Legend Tests conducted with PaveTracker only. Tests conducted with PaveTracker and NDG A B C D E 25 5+ 61 25 5+ 61 25 5+ 00 25 5+ 00 22 8+ 09 22 8+ 09 22 5+ 09 22 5+ 09 22 2+ 09 22 2+ 09 25 4+ 00 25 4+ 00 25 3+ 40 25 3+ 40 25 1+ 61 25 1+ 61 25 0+ 22 25 0+ 22 24 8+ 00 24 8+ 00 24 6+ 02 24 6+ 02 24 4+ 00 24 4+ 00 24 3+ 05 24 3+ 05 21 9+ 09 21 9+ 09 21 7+ 49 21 7+ 49 21 3+ 09 21 3+ 09 20 1+ 09 20 1+ 09 19 6+ 29 19 6+ 29 19 2+ 59 19 2+ 59 18 9+ 09 18 9+ 09 a) Test points in US-47 mainline testing O ut er e dg e In ne r e dg e Outer Lane 12 ft CL Distances to test locations are approximate. 1 2 3 4 At each Test Location 4 reading were taken in clockwise direction. Shoulder 1ft Designates Test Location A B EDC U nc on fin ed e dg e C on fin ed e dg e 6 ft 3ft 6ft 1ft < 1ft (very close to the edge) North (towards Union) Testing Direction (towards St. Clair) O ut er e dg e In ne r e dg e U nc on fin ed e dg e C on fin ed e dg e b) Test points layout at each test station Layout of Points for Tests Conducted During Mainline and Shoulder Paving in the Southbound Direction
C-478 4+ 00 Northbound towards Union Southbound towards St. Clair Asphalt shoulder Asphalt shoulder Legend Tests conducted along the centerline of the 6-ft shoulder Tests conducted along 1-ft from the confined edge US 47 Asphalt Shoulder test section. (tests conducted on bad asphalt section on 8/17) 0+ 00 1+ 00 2+ 00 3+ 00 5+ 00 6+ 00 7+ 00 8+ 00 9+ 00 10 +0 0 4+ 00 4+ 00 0+ 00 0+ 00 1+ 00 1+ 00 2+ 00 2+ 00 3+ 00 3+ 00 5+ 00 5+ 00 6+ 00 6+ 00 7+ 00 7+ 00 8+ 00 8+ 00 9+ 00 9+ 00 10 +0 0 10 +0 0 a) Test points layout along section U nc on fin ed e dg e C on fin ed e dg e 6 ft CL Distances to test locations are approximate. Designates Test Location 1 2 3 4 At each Test Location 4 reading were taken in clockwise direction. Shoulder A B 3ft 1ft North (towards Union) Testing Direction (towards St. Clair) U nc on fin ed e dg e C on fin ed e dg e b) Test points layout at each test station Layout of Points for Supplemental Testing of the HMA Mixture that Was Rejected
C-479 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 Shoulder 189+09 D 1 131.8 117.0 08/16/2006 Shoulder 189+09 D 2 138.2 110.0 08/16/2006 Shoulder 189+09 D 3 132.4 117.0 08/16/2006 Shoulder 189+09 D 4 133.1 119.0 133.88 2.9319 08/16/2006 Shoulder 189+09 E 1 128 121.0 08/16/2006 Shoulder 189+09 E 2 128.5 121.0 08/16/2006 Shoulder 189+09 E 3 128.5 120.0 08/16/2006 Shoulder 189+09 E 4 126.3 121.0 127.83 1.0436 08/16/2006 Shoulder 192+59 D 1 142.6 103.0 08/16/2006 Shoulder 192+59 D 2 135.7 125.0 08/16/2006 Shoulder 192+59 D 3 135.6 114.0 08/16/2006 Shoulder 192+59 D 4 135.8 119.0 137.43 3.451 08/16/2006 Shoulder 192+59 E 1 127.8 121.0 08/16/2006 Shoulder 192+59 E 2 132.2 120.0 08/16/2006 Shoulder 192+59 E 3 131 120.0 08/16/2006 Shoulder 192+59 E 4 129.1 120.0 130.03 1.9568 08/16/2006 Shoulder 196+29 D 1 128.9 112.0 08/16/2006 Shoulder 196+29 D 2 130.1 109.0 08/16/2006 Shoulder 196+29 D 3 129.2 111.0 08/16/2006 Shoulder 196+29 D 4 129 114.0 129.3 0.5477 08/16/2006 Shoulder 196+29 E 1 124.4 109.0 08/16/2006 Shoulder 196+29 E 2 124.1 97.0 08/16/2006 Shoulder 196+29 E 3 124.8 107.0 08/16/2006 Shoulder 196+29 E 4 124.7 107.0 124.5 0.3162 08/16/2006 Shoulder 201+09 D 1 133.5 130.0 08/16/2006 Shoulder 201+09 D 2 134.1 132.0 08/16/2006 Shoulder 201+09 D 3 133.2 130.0 08/16/2006 Shoulder 201+09 D 4 137 125.0 134.45 1.7407 08/16/2006 Shoulder 201+09 E 1 129.6 109.0 08/16/2006 Shoulder 201+09 E 2 136 102.0 08/16/2006 Shoulder 201+09 E 3 134.7 110.0 08/16/2006 Shoulder 201+09 E 4 128.7 107.0 132.25 3.6373 08/16/2006 Shoulder 213+09 D 1 139.6 105.0 08/16/2006 Shoulder 213+09 D 2 142.6 107.0 08/16/2006 Shoulder 213+09 D 3 137.2 105.0 08/16/2006 Shoulder 213+09 D 4 127.8 102.0 136.8 6.3937 08/16/2006 Shoulder 213+09 E 1 131.1 101.0 08/16/2006 Shoulder 213+09 E 2 129.2 101.0
C-480 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 Shoulder 213+09 E 3 130.6 101.0 08/16/2006 Shoulder 213+09 E 4 130.3 100.0 130.3 0.8042 08/16/2006 Shoulder 217+49 D 1 134.8 106.0 08/16/2006 Shoulder 217+49 D 2 137.5 106.0 08/16/2006 Shoulder 217+49 D 3 135.6 107.0 08/16/2006 Shoulder 217+49 D 4 134.3 108.0 135.55 1.4059 08/16/2006 Shoulder 217+49 E 1 133 109.0 08/16/2006 Shoulder 217+49 E 2 132.2 109.0 08/16/2006 Shoulder 217+49 E 3 132.5 109.0 08/16/2006 Shoulder 217+49 E 4 131.5 110.0 132.3 0.6272 08/16/2006 Shoulder 219+09 D 1 135.1 105.0 08/16/2006 Shoulder 219+09 D 2 135.1 106.0 08/16/2006 Shoulder 219+09 D 3 134 105.0 08/16/2006 Shoulder 219+09 D 4 135 105.0 134.8 0.5354 08/16/2006 Shoulder 219+09 E 1 131.4 101.0 08/16/2006 Shoulder 219+09 E 2 132 101.0 08/16/2006 Shoulder 219+09 E 3 131.6 101.0 08/16/2006 Shoulder 219+09 E 4 129.5 99.0 131.13 1.1117 08/16/2006 Shoulder 222+09 D 1 137.6 103.0 08/16/2006 Shoulder 222+09 D 2 137.5 103.0 08/16/2006 Shoulder 222+09 D 3 137 104.0 08/16/2006 Shoulder 222+09 D 4 137.8 96.0 137.48 0.3403 08/16/2006 Shoulder 222+09 E 1 128.6 104.0 08/16/2006 Shoulder 222+09 E 2 131.5 104.0 08/16/2006 Shoulder 222+09 E 3 129.7 104.0 08/16/2006 Shoulder 222+09 E 4 129.7 104.0 129.88 1.201 08/16/2006 Shoulder 225+09 D 1 136.7 107.0 08/16/2006 Shoulder 225+09 D 2 136.4 107.0 08/16/2006 Shoulder 225+09 D 3 136.2 108.0 08/16/2006 Shoulder 225+09 D 4 136 108.0 136.33 0.2986 08/16/2006 Shoulder 225+09 E 1 129.5 107.0 08/16/2006 Shoulder 225+09 E 2 132.1 107.0 08/16/2006 Shoulder 225+09 E 3 133 109.0 08/16/2006 Shoulder 225+09 E 4 131.6 109.0 131.55 1.4844 08/16/2006 Shoulder 228+09 D 1 135.7 115.0 08/16/2006 Shoulder 228+09 D 2 136.7 115.0 08/16/2006 Shoulder 228+09 D 3 137.1 116.0
C-481 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 Shoulder 228+09 D 4 134.2 114.0 135.93 1.292 08/16/2006 Shoulder 228+09 E 1 131 114.0 08/16/2006 Shoulder 228+09 E 2 131.8 114.0 08/16/2006 Shoulder 228+09 E 3 130.4 114.0 08/16/2006 Shoulder 228+09 E 4 130.6 114.0 130.95 0.6191 08/16/2006 Shoulder 243+05 D 1 132.4 99.0 08/16/2006 Shoulder 243+05 D 2 130.5 99.0 08/16/2006 Shoulder 243+05 D 3 131.9 98.0 08/16/2006 Shoulder 243+05 D 4 129.6 99.0 131.1 1.2832 08/16/2006 Shoulder 243+05 E 1 127.4 98.0 08/16/2006 Shoulder 243+05 E 2 130.2 99.0 08/16/2006 Shoulder 243+05 E 3 127.1 98.0 08/16/2006 Shoulder 243+05 E 4 124 99.0 127.18 2.5356 08/16/2006 Shoulder 244+00 D 1 132.9 98.0 08/16/2006 Shoulder 244+00 D 2 135.7 96.0 08/16/2006 Shoulder 244+00 D 3 132.7 97.0 08/16/2006 Shoulder 244+00 D 4 130.5 102.0 132.95 2.1315 08/16/2006 Shoulder 244+00 E 1 123.9 104.0 08/16/2006 Shoulder 244+00 E 2 126.8 104.0 08/16/2006 Shoulder 244+00 E 3 122.6 104.0 08/16/2006 Shoulder 244+00 E 4 124.5 105.0 124.45 1.7559 08/16/2006 Shoulder 246+02 D 1 135 99.0 08/16/2006 Shoulder 246+02 D 2 136 98.0 08/16/2006 Shoulder 246+02 D 3 136.8 99.0 08/16/2006 Shoulder 246+02 D 4 135.9 99.0 135.93 0.7365 08/16/2006 Shoulder 246+02 E 1 128.4 101.0 08/16/2006 Shoulder 246+02 E 2 131 101.0 08/16/2006 Shoulder 246+02 E 3 126.6 101.0 08/16/2006 Shoulder 246+02 E 4 127.2 101.0 128.3 1.9494 08/16/2006 Shoulder 248+00 D 1 136.2 103.0 08/16/2006 Shoulder 248+00 D 2 136.3 102.0 08/16/2006 Shoulder 248+00 D 3 135.9 102.0 08/16/2006 Shoulder 248+00 D 4 136.4 103.0 136.2 0.216 08/16/2006 Shoulder 248+00 E 1 128.1 105.0 08/16/2006 Shoulder 248+00 E 2 128.7 103.0 08/16/2006 Shoulder 248+00 E 3 128.6 103.0 08/16/2006 Shoulder 248+00 E 4 128.8 104.0 128.55 0.3109
C-482 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 Shoulder 250+22 D 1 135.4 104.0 08/16/2006 Shoulder 250+22 D 2 135.9 103.0 08/16/2006 Shoulder 250+22 D 3 135.3 103.0 08/16/2006 Shoulder 250+22 D 4 132.3 104.0 134.73 1.6378 08/16/2006 Shoulder 250+22 E 1 129.8 103.0 08/16/2006 Shoulder 250+22 E 2 127.1 102.0 08/16/2006 Shoulder 250+22 E 3 127.8 102.0 08/16/2006 Shoulder 250+22 E 4 124.9 103.0 127.4 2.0216 08/16/2006 Shoulder 251+61 D 1 135.5 107.0 08/16/2006 Shoulder 251+61 D 2 136.6 109.0 08/16/2006 Shoulder 251+61 D 3 134.6 106.0 08/16/2006 Shoulder 251+61 D 4 133.7 107.0 135.1 1.241 08/16/2006 Shoulder 251+61 E 1 127.8 105.0 08/16/2006 Shoulder 251+61 E 2 129 105.0 08/16/2006 Shoulder 251+61 E 3 128.8 103.0 08/16/2006 Shoulder 251+61 E 4 126.3 103.0 127.98 1.2339 08/16/2006 Shoulder 253+40 D 1 133.2 107.0 08/16/2006 Shoulder 253+40 D 2 139.4 105.0 08/16/2006 Shoulder 253+40 D 3 132.6 105.0 08/16/2006 Shoulder 253+40 D 4 131.7 105.0 134.23 3.5046 08/16/2006 Shoulder 253+40 E 1 127.1 103.0 08/16/2006 Shoulder 253+40 E 2 126.4 103.0 08/16/2006 Shoulder 253+40 E 3 126.1 101.0 08/16/2006 Shoulder 253+40 E 4 123.1 101.0 125.68 1.7671 08/16/2006 Shoulder 254+00 D 1 136.8 110.0 08/16/2006 Shoulder 254+00 D 2 135.8 110.0 08/16/2006 Shoulder 254+00 D 3 138.5 110.0 08/16/2006 Shoulder 254+00 D 4 137.1 111.0 137.05 1.115 08/16/2006 Shoulder 254+00 E 1 131.7 108.0 08/16/2006 Shoulder 254+00 E 2 131.7 109.0 08/16/2006 Shoulder 254+00 E 3 128.3 107.0 08/16/2006 Shoulder 254+00 E 4 129.4 107.0 130.28 1.7056 08/16/2006 Shoulder 255+00 D 1 133.8 110.0 08/16/2006 Shoulder 255+00 D 2 135.5 110.0 08/16/2006 Shoulder 255+00 D 3 131.8 110.0 08/16/2006 Shoulder 255+00 D 4 131.7 110.0 133.2 1.8129 08/16/2006 Shoulder 255+00 E 1 124.7 109.0
C-483 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 Shoulder 255+00 E 2 127.4 108.0 08/16/2006 Shoulder 255+00 E 3 125.2 107.0 08/16/2006 Shoulder 255+00 E 4 125.2 107.0 125.63 1.2066 08/16/2006 Shoulder 255+61 D 1 133.2 118.0 08/16/2006 Shoulder 255+61 D 2 131.2 112.0 08/16/2006 Shoulder 255+61 D 3 134 119.0 08/16/2006 Shoulder 255+61 D 4 132.3 126.0 132.68 1.2038 08/16/2006 Shoulder 255+61 E 1 115 125.0 08/16/2006 Shoulder 255+61 E 2 122.8 125.0 08/16/2006 Shoulder 255+61 E 3 113.5 124.0 08/16/2006 Shoulder 255+61 E 4 125.1 123.0 119.1 5.7114 08/16/2006 ML 189+09 A 1 134.5 127.0 08/16/2006 ML 189+09 A 2 132.6 123.0 08/16/2006 ML 189+09 A 3 135.3 124.0 08/16/2006 ML 189+09 A 4 134 123.0 134.1 1.1343 08/16/2006 ML 189+09 B 1 138.4 106.0 08/16/2006 ML 189+09 B 2 137.8 107.0 08/16/2006 ML 189+09 B 3 138 107.0 08/16/2006 ML 189+09 B 4 139.9 101.0 138.53 0.95 08/16/2006 ML 189+09 C 1 140.2 103.0 08/16/2006 ML 189+09 C 2 138.6 107.0 08/16/2006 ML 189+09 C 3 140.7 104.0 08/16/2006 ML 189+09 C 4 139.8 103.0 138.53 0.95 08/16/2006 ML 192+59 A 1 134.8 08/16/2006 ML 192+59 A 2 137.4 125.0 08/16/2006 ML 192+59 A 3 135.5 125.0 08/16/2006 ML 192+59 A 4 137.5 124.0 136.3 1.3589 08/16/2006 ML 192+59 B 1 137.4 118.0 08/16/2006 ML 192+59 B 2 136.9 118.0 08/16/2006 ML 192+59 B 3 136.7 115.0 08/16/2006 ML 192+59 B 4 137.4 105.0 137.1 0.3559 08/16/2006 ML 192+59 C 1 136.8 120.0 08/16/2006 ML 192+59 C 2 135.5 117.0 08/16/2006 ML 192+59 C 3 137 120.0 08/16/2006 ML 192+59 C 4 138.2 124.0 136.88 1.1057 08/16/2006 ML 196+29 A 1 128.2 117.0 08/16/2006 ML 196+29 A 2 127.7 118.0
C-484 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 196+29 A 3 127.9 117.0 08/16/2006 ML 196+29 A 4 130.6 118.0 128.6 1.3491 08/16/2006 ML 196+29 B 1 128.6 107.0 08/16/2006 ML 196+29 B 2 128.3 11.0 08/16/2006 ML 196+29 B 3 128.3 109.0 08/16/2006 ML 196+29 B 4 130.2 112.0 128.85 0.911 08/16/2006 ML 196+29 C 1 131 120.0 08/16/2006 ML 196+29 C 2 130 119.0 08/16/2006 ML 196+29 C 3 130.1 119.0 08/16/2006 ML 196+29 C 4 129.1 117.0 128.85 0.911 08/16/2006 ML 201+09 A 1 135.4 117.0 08/16/2006 ML 201+09 A 2 132.1 116.0 08/16/2006 ML 201+09 A 3 135.7 116.0 08/16/2006 ML 201+09 A 4 136.4 117.0 134.9 1.9131 08/16/2006 ML 201+09 B 1 136.8 106.0 08/16/2006 ML 201+09 B 2 136.6 107.0 08/16/2006 ML 201+09 B 3 136.5 107.0 08/16/2006 ML 201+09 B 4 137.5 107.0 136.85 0.4509 08/16/2006 ML 201+09 C 1 136.1 124.0 08/16/2006 ML 201+09 C 2 135.1 119.0 08/16/2006 ML 201+09 C 3 136.5 120.0 08/16/2006 ML 201+09 C 4 132 127.0 134.93 2.037 08/16/2006 ML 213+09 A 1 137.2 120.0 08/16/2006 ML 213+09 A 2 133.7 120.0 08/16/2006 ML 213+09 A 3 134.6 119.0 08/16/2006 ML 213+09 A 4 134.4 119.0 134.98 1.5327 08/16/2006 ML 213+09 B 1 137.3 115.0 08/16/2006 ML 213+09 B 2 137.7 114.0 08/16/2006 ML 213+09 B 3 136.9 116.0 08/16/2006 ML 213+09 B 4 138.6 115.0 137.63 0.7274 08/16/2006 ML 213+09 C 1 137.6 112.0 08/16/2006 ML 213+09 C 2 136.2 117.0 08/16/2006 ML 213+09 C 3 137.4 113.0 08/16/2006 ML 213+09 C 4 141.2 110.0 137.63 0.7274 08/16/2006 ML 217+49 A 1 137.6 106.0 08/16/2006 ML 217+49 A 2 136.3 105.0 08/16/2006 ML 217+49 A 3 138.8 105.0
C-485 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 217+49 A 4 136.3 105.0 137.25 1.2014 08/16/2006 ML 217+49 B 1 138.1 99.0 08/16/2006 ML 217+49 B 2 137 98.0 08/16/2006 ML 217+49 B 3 136 98.0 08/16/2006 ML 217+49 B 4 137.7 98.0 137.2 0.9201 08/16/2006 ML 217+49 C 1 140.2 102.0 08/16/2006 ML 217+49 C 2 139.8 102.0 08/16/2006 ML 217+49 C 3 139.7 103.0 08/16/2006 ML 217+49 C 4 137.6 103.0 139.33 1.1701 08/16/2006 ML 219+09 A 1 134.6 110.0 08/16/2006 ML 219+09 A 2 132.7 110.0 08/16/2006 ML 219+09 A 3 134.4 109.0 08/16/2006 ML 219+09 A 4 135.2 109.0 134.23 1.072 08/16/2006 ML 219+09 B 1 134.5 102.0 08/16/2006 ML 219+09 B 2 135.8 101.0 08/16/2006 ML 219+09 B 3 136.1 102.0 08/16/2006 ML 219+09 B 4 138.4 103.0 136.2 1.6228 08/16/2006 ML 219+09 C 1 134.7 105.0 08/16/2006 ML 219+09 C 2 139.8 106.0 08/16/2006 ML 219+09 C 3 135.4 103.0 08/16/2006 ML 219+09 C 4 132.5 107.0 136.2 1.6228 08/16/2006 ML 222+09 A 1 134 109.0 08/16/2006 ML 222+09 A 2 132.3 109.0 08/16/2006 ML 222+09 A 3 133.3 11.0 08/16/2006 ML 222+09 A 4 138.1 110.0 134.43 2.5474 08/16/2006 ML 222+09 B 1 138 106.0 08/16/2006 ML 222+09 B 2 139.7 107.0 08/16/2006 ML 222+09 B 3 136.6 106.0 08/16/2006 ML 222+09 B 4 137 105.0 137.83 1.3817 08/16/2006 ML 222+09 C 1 140.4 105.0 08/16/2006 ML 222+09 C 2 138.7 106.0 08/16/2006 ML 222+09 C 3 143.1 105.0 08/16/2006 ML 222+09 C 4 139.3 105.0 140.38 1.9483 08/16/2006 ML 225+09 A 1 138 115.0 08/16/2006 ML 225+09 A 2 136.5 114.0 08/16/2006 ML 225+09 A 3 137.1 116.0 08/16/2006 ML 225+09 A 4 133.1 116.0 136.18 2.1407
C-486 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 225+09 B 1 136.6 112.0 08/16/2006 ML 225+09 B 2 134.1 113.0 08/16/2006 ML 225+09 B 3 134.1 112.0 08/16/2006 ML 225+09 B 4 134.1 113.0 134.73 1.25 08/16/2006 ML 225+09 C 1 138.1 105.0 08/16/2006 ML 225+09 C 2 131.1 100.0 08/16/2006 ML 225+09 C 3 133.8 106.0 08/16/2006 ML 225+09 C 4 135.1 107.0 134.73 1.25 08/16/2006 ML 228+09 A 1 138.7 116.0 08/16/2006 ML 228+09 A 2 136.3 115.0 08/16/2006 ML 228+09 A 3 136.4 115.0 08/16/2006 ML 228+09 A 4 137.5 116.0 137.23 1.1236 08/16/2006 ML 228+09 B 1 137.5 113.0 08/16/2006 ML 228+09 B 2 139.1 112.0 08/16/2006 ML 228+09 B 3 136.1 113.0 08/16/2006 ML 228+09 B 4 140.5 114.0 138.3 1.9114 08/16/2006 ML 228+09 C 1 135.6 112.0 08/16/2006 ML 228+09 C 2 139.4 106.0 08/16/2006 ML 228+09 C 3 137.7 111.0 08/16/2006 ML 228+09 C 4 136.2 112.0 137.23 1.6978 08/16/2006 ML 243+05 A 1 139.2 101.0 08/16/2006 ML 243+05 A 2 137.2 101.0 08/16/2006 ML 243+05 A 3 136.6 101.0 08/16/2006 ML 243+05 A 4 137.9 101.0 137.73 1.1177 08/16/2006 ML 243+05 B 1 140.4 97.0 08/16/2006 ML 243+05 B 2 138.4 98.0 08/16/2006 ML 243+05 B 3 142 98.0 08/16/2006 ML 243+05 B 4 140.5 98.0 140.33 1.4773 08/16/2006 ML 243+05 C 1 138.1 97.0 08/16/2006 ML 243+05 C 2 135.2 96.0 08/16/2006 ML 243+05 C 3 137 97.0 08/16/2006 ML 243+05 C 4 141.2 99.0 140.33 1.4773 08/16/2006 ML 244+00 A 1 138.8 102.0 08/16/2006 ML 244+00 A 2 131 99.0 08/16/2006 ML 244+00 A 3 136.1 101.0 08/16/2006 ML 244+00 A 4 141.3 102.0 136.8 4.4113 08/16/2006 ML 244+00 B 1 136.2 101.0
C-487 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 244+00 B 2 139.5 100.0 08/16/2006 ML 244+00 B 3 140 101.0 08/16/2006 ML 244+00 B 4 138.2 101.0 138.48 1.6958 08/16/2006 ML 244+00 C 1 133.9 101.0 08/16/2006 ML 244+00 C 2 139.8 102.0 08/16/2006 ML 244+00 C 3 135.8 101.0 08/16/2006 ML 244+00 C 4 136.5 98.0 136.5 2.459 08/16/2006 ML 246+02 A 1 141.3 101.0 08/16/2006 ML 246+02 A 2 138.1 101.0 08/16/2006 ML 246+02 A 3 139.1 102.0 08/16/2006 ML 246+02 A 4 139.4 101.0 139.48 1.3376 08/16/2006 ML 246+02 B 1 138.2 98.0 08/16/2006 ML 246+02 B 2 136.8 97.0 08/16/2006 ML 246+02 B 3 140.5 98.0 08/16/2006 ML 246+02 B 4 138.9 98.0 138.6 1.5384 08/16/2006 ML 246+02 C 1 140.2 98.0 08/16/2006 ML 246+02 C 2 141.3 96.0 08/16/2006 ML 246+02 C 3 138.6 98.0 08/16/2006 ML 246+02 C 4 137.6 99.0 138.6 1.5384 08/16/2006 ML 248+00 A 1 132.3 103.0 08/16/2006 ML 248+00 A 2 132.7 101.0 08/16/2006 ML 248+00 A 3 134.6 103.0 08/16/2006 ML 248+00 A 4 135.9 103.0 133.88 1.682 08/16/2006 ML 248+00 B 1 135.8 101.0 08/16/2006 ML 248+00 B 2 135.7 102.0 08/16/2006 ML 248+00 B 3 133.6 101.0 08/16/2006 ML 248+00 B 4 136 99.0 135.28 1.1236 08/16/2006 ML 248+00 C 1 138.9 99.0 08/16/2006 ML 248+00 C 2 137.7 99.0 08/16/2006 ML 248+00 C 3 139.9 99.0 08/16/2006 ML 248+00 C 4 139 101.0 138.88 0.9032 08/16/2006 ML 250+22 A 1 137.2 106.0 08/16/2006 ML 250+22 A 2 137.3 106.0 08/16/2006 ML 250+22 A 3 136.2 106.0 08/16/2006 ML 250+22 A 4 140.7 106.0 137.85 1.9638 08/16/2006 ML 250+22 B 1 140.2 102.0 08/16/2006 ML 250+22 B 2 138 102.0
C-488 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 250+22 B 3 139 102.0 08/16/2006 ML 250+22 B 4 138.2 103.0 138.85 0.9983 08/16/2006 ML 250+22 C 1 137.4 102.0 08/16/2006 ML 250+22 C 2 138 102.0 08/16/2006 ML 250+22 C 3 138.6 103.0 08/16/2006 ML 250+22 C 4 136.2 103.0 137.55 1.0247 08/16/2006 ML 251+61 A 1 135.2 111.0 08/16/2006 ML 251+61 A 2 133.8 110.0 08/16/2006 ML 251+61 A 3 136.7 110.0 08/16/2006 ML 251+61 A 4 138.2 112.0 135.98 1.898 08/16/2006 ML 251+61 B 1 139.5 107.0 08/16/2006 ML 251+61 B 2 139 107.0 08/16/2006 ML 251+61 B 3 137.1 107.0 08/16/2006 ML 251+61 B 4 141 107.0 139.15 1.6093 08/16/2006 ML 251+61 C 1 136 107.0 08/16/2006 ML 251+61 C 2 138.5 106.0 08/16/2006 ML 251+61 C 3 137.1 106.0 08/16/2006 ML 251+61 C 4 136 109.0 136.9 1.186 08/16/2006 ML 253+40 A 1 134.5 109.0 08/16/2006 ML 253+40 A 2 136.3 109.0 08/16/2006 ML 253+40 A 3 136.3 109.0 08/16/2006 ML 253+40 A 4 137.7 108.0 136.2 1.3115 08/16/2006 ML 253+40 B 1 133.7 101.0 08/16/2006 ML 253+40 B 2 136.5 102.0 08/16/2006 ML 253+40 B 3 133.9 99.0 08/16/2006 ML 253+40 B 4 137.2 101.0 135.33 1.7858 08/16/2006 ML 253+40 C 1 135 101.0 08/16/2006 ML 253+40 C 2 136.4 101.0 08/16/2006 ML 253+40 C 3 135.9 98.0 08/16/2006 ML 253+40 C 4 137.3 102.0 136.15 0.9609 08/16/2006 ML 254+00 A 1 138.6 119.0 08/16/2006 ML 254+00 A 2 135.7 117.0 08/16/2006 ML 254+00 A 3 135.5 119.0 08/16/2006 ML 254+00 A 4 136.3 119.0 136.53 1.4245 08/16/2006 ML 254+00 B 1 136.4 109.0 08/16/2006 ML 254+00 B 2 137 110.0 08/16/2006 ML 254+00 B 3 136.7 109.0
C-489 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/16/2006 ML 254+00 B 4 138.1 110.0 137.05 0.7416 08/16/2006 ML 254+00 C 1 138.8 106.0 08/16/2006 ML 254+00 C 2 132.2 105.0 08/16/2006 ML 254+00 C 3 138.9 105.0 08/16/2006 ML 254+00 C 4 139.9 109.0 137.45 3.5351 08/16/2006 ML 255+00 A 1 137.7 119.0 08/16/2006 ML 255+00 A 2 135.8 118.0 08/16/2006 ML 255+00 A 3 133.1 118.0 08/16/2006 ML 255+00 A 4 135.9 118.0 135.63 1.8963 08/16/2006 ML 255+00 B 1 138.6 110.0 08/16/2006 ML 255+00 B 2 141.5 112.0 08/16/2006 ML 255+00 B 3 139 110.0 08/16/2006 ML 255+00 B 4 135.6 109.0 135.63 1.8963 08/16/2006 ML 255+00 C 1 136.8 109.0 08/16/2006 ML 255+00 C 2 136 107.0 08/16/2006 ML 255+00 C 3 137.1 110.0 08/16/2006 ML 255+00 C 4 138.3 111.0 137.05 0.9539 08/16/2006 ML 255+61 A 1 133.6 143.0 08/16/2006 ML 255+61 A 2 132.5 142.0 08/16/2006 ML 255+61 A 3 133.5 142.0 08/16/2006 ML 255+61 A 4 135.2 141.0 133.7 1.1165 08/16/2006 ML 255+61 B 1 130.1 125.0 08/16/2006 ML 255+61 B 2 129 131.0 08/16/2006 ML 255+61 B 3 124.3 120.0 08/16/2006 ML 255+61 B 4 123 114.0 126.6 3.4766 08/16/2006 ML 255+61 C 1 132.7 117.0 08/16/2006 ML 255+61 C 2 130.6 114.0 08/16/2006 ML 255+61 C 3 134.3 111.0 08/16/2006 ML 255+61 C 4 128.6 112.0 131.55 2.4826 08/17/2006 Shoulder 0 A 1 126.3 92.0 08/17/2006 Shoulder 0 A 2 124.1 93.0 08/17/2006 Shoulder 0 A 3 131 94.0 08/17/2006 Shoulder 0 A 4 127.8 92.0 127.3 2.8971 08/17/2006 Shoulder 400 B 1 124.3 98.0 08/17/2006 Shoulder 400 B 2 128.4 98.0 08/17/2006 Shoulder 400 B 3 126.3 95.0 08/17/2006 Shoulder 400 B 4 127.5 96.0 126.63 1.7727
C-490 Table 232. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Lane Station Point Trial # Density Temperature Average Std Dev 08/17/2006 Shoulder 900 B 1 132.3 105.0 08/17/2006 Shoulder 900 B 2 131.6 103.0 08/17/2006 Shoulder 900 B 3 132 103.0 08/17/2006 Shoulder 900 B 4 132.3 105.0 132.05 0.3317
C-491 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 189+09 D 1 131.3 111.0 08/16/2006 189+09 D 2 133 106.0 08/16/2006 189+09 D 3 134.3 111.0 08/16/2006 189+09 D 4 132.5 114.0 132.78 1.242 08/16/2006 189+09 E 1 129.2 116.0 08/16/2006 189+09 E 2 129.5 115.0 08/16/2006 189+09 E 3 127.5 117.0 08/16/2006 189+09 E 4 127 116.0 128.3 1.2356 08/16/2006 196+29 D 1 128.2 107.0 08/16/2006 196+29 D 2 127.1 105.0 08/16/2006 196+29 D 3 124.3 106.0 08/16/2006 196+29 D 4 127.3 108.0 126.73 1.686 08/16/2006 196+29 E 1 124.2 103.0 08/16/2006 196+29 E 2 123 95.0 08/16/2006 196+29 E 3 124 104.0 08/16/2006 196+29 E 4 123.9 102.0 123.78 0.5315 08/16/2006 213+09 D 1 140.7 102.0 08/16/2006 213+09 D 2 143.2 103.0 08/16/2006 213+09 D 3 137.7 102.0 08/16/2006 213+09 D 4 131.1 99.0 138.18 5.2252 08/16/2006 213+09 E 1 130.7 96.0 08/16/2006 213+09 E 2 127.1 99.0 08/16/2006 213+09 E 3 129.3 97.0 08/16/2006 213+09 E 4 129.9 98.0 129.25 1.5438 08/16/2006 225+09 D 1 137.8 104.0 08/16/2006 225+09 D 2 136.4 103.0 08/16/2006 225+09 D 3 136.6 105.0 08/16/2006 225+09 D 4 134.1 105.0 136.23 1.5457 08/16/2006 225+09 E 1 128.1 105.0 08/16/2006 225+09 E 2 130.6 103.0 08/16/2006 225+09 E 3 135.2 104.0 08/16/2006 225+09 E 4 132.8 106.0 131.68 3.0347 08/16/2006 228+09 D 1 135.1 109.0 08/16/2006 228+09 D 2 137.7 110.0 08/16/2006 228+09 D 3 138.2 110.0 08/16/2006 228+09 E 1 130.6 110.0 08/16/2006 228+09 E 2 132.1 109.0
C-492 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 228+09 E 3 131.8 109.0 08/16/2006 228+09 E 4 131.6 110.0 131.53 0.65 08/16/2006 248+00 D 1 138.4 101.0 08/16/2006 248+00 D 2 135.6 100.0 08/16/2006 248+00 D 3 137.8 100.0 08/16/2006 248+00 D 4 136.3 100.0 137.03 1.2971 08/16/2006 248+00 E 1 128.1 102.0 08/16/2006 248+00 E 2 128.6 101.0 08/16/2006 248+00 E 3 129.7 101.0 08/16/2006 248+00 E 4 128.8 101.0 128.8 0.6683 08/16/2006 250+22 D 1 136 100.0 08/16/2006 250+22 D 2 138.9 101.0 08/16/2006 250+22 D 3 136.8 99.0 08/16/2006 250+22 D 4 133.2 101.0 136.23 2.3585 08/16/2006 250+22 E 1 127.2 99.0 08/16/2006 250+22 E 2 127 99.0 08/16/2006 250+22 E 3 126.8 99.0 08/16/2006 250+22 E 4 124.4 99.0 126.35 1.3102 08/16/2006 251+61 D 1 134.6 104.0 08/16/2006 251+61 D 2 133.3 105.0 08/16/2006 251+61 D 3 132.4 103.0 08/16/2006 251+61 D 4 132.8 103.0 133.28 0.957 08/16/2006 251+61 E 1 127.4 101.0 08/16/2006 251+61 E 2 130.6 102.0 08/16/2006 251+61 E 3 128.7 101.0 08/16/2006 251+61 E 4 127.1 100.0 128.45 1.5927 08/16/2006 253+40 D 1 134.6 103.0 08/16/2006 253+40 D 2 138.6 102.0 08/16/2006 253+40 D 3 134 102.0 08/16/2006 253+40 D 4 128.5 102.0 133.93 4.1532 08/16/2006 253+40 E 1 126.7 99.0 08/16/2006 253+40 E 2 130.9 100.0 08/16/2006 253+40 E 3 128.2 99.0 08/16/2006 253+40 E 4 124.7 99.0 127.63 2.612 08/16/2006 254+00 D 1 134.5 106.0
C-493 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 254+00 D 2 140.1 107.0 08/16/2006 254+00 D 3 138.8 107.0 08/16/2006 254+00 D 4 134.1 107.0 136.88 3.0248 08/16/2006 254+00 E 1 131.6 105.0 08/16/2006 254+00 E 2 132 106.0 08/16/2006 254+00 E 3 126.7 104.0 08/16/2006 254+00 E 4 125 102.0 128.83 3.5084 08/16/2006 255+00 D 1 133 106.0 08/16/2006 255+00 D 2 135.5 106.0 08/16/2006 255+00 D 3 132.4 106.0 08/16/2006 255+00 D 4 132.8 106.0 133.43 1.4056 08/16/2006 255+00 E 1 124.3 105.0 08/16/2006 255+00 E 2 127.7 105.0 08/16/2006 255+00 E 3 124.9 104.0 08/16/2006 255+00 E 4 124.4 103.0 125.33 1.6049 08/16/2006 255+61 D 1 128.2 110.0 08/16/2006 255+61 D 2 131.3 107.0 08/16/2006 255+61 D 3 131.5 113.0 08/16/2006 255+61 D 4 131.7 110.0 130.68 1.6581 08/16/2006 255+61 E 1 115.7 118.0 08/16/2006 255+61 E 2 121.8 119.0 08/16/2006 255+61 E 3 119.7 117.0 08/16/2006 255+61 E 4 123.3 116.0 120.13 3.2989 08/16/2006 189+09 A 1 134.7 118.0 08/16/2006 189+09 A 2 133.5 117.0 08/16/2006 189+09 A 3 136.9 118.0 08/16/2006 189+09 A 4 137.1 117.0 135.55 1.7464 08/16/2006 189+09 B 1 137.4 103.0 08/16/2006 189+09 B 2 139.8 105.0 08/16/2006 189+09 B 3 136.8 103.0 08/16/2006 189+09 B 4 137.6 97.0 137.9 1.3115 08/16/2006 189+09 C 1 139.9 99.0 08/16/2006 189+09 C 2 137.7 101.0 08/16/2006 189+09 C 3 137.7 99.0 08/16/2006 189+09 C 4 138.8 100.0 137.9 1.3115 08/16/2006 196+29 A 1 130.2 112.0
C-494 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 196+29 A 2 128.5 111.0 08/16/2006 196+29 A 3 127.3 110.0 08/16/2006 196+29 A 4 131.6 112.0 129.4 1.8886 08/16/2006 196+29 B 1 127 103.0 08/16/2006 196+29 B 2 128 103.0 08/16/2006 196+29 B 3 127.2 103.0 08/16/2006 196+29 B 4 129.5 107.0 127.93 1.1354 08/16/2006 196+29 C 1 129.8 114.0 08/16/2006 196+29 C 2 127.9 113.0 08/16/2006 196+29 C 3 133 114.0 08/16/2006 196+29 C 4 130.6 111.0 127.93 1.1354 08/16/2006 213+09 A 1 133.5 113.0 08/16/2006 213+09 A 2 132.1 113.0 08/16/2006 213+09 A 3 134.7 113.0 08/16/2006 213+09 A 4 136.1 113.0 134.1 1.7049 08/16/2006 213+09 B 1 137.7 109.0 08/16/2006 213+09 B 2 136.5 110.0 08/16/2006 213+09 B 3 137.3 110.0 08/16/2006 213+09 B 4 141.5 110.0 138.25 2.2234 08/16/2006 213+09 C 1 134.2 106.0 08/16/2006 213+09 C 2 134.8 107.0 08/16/2006 213+09 C 3 135.7 106.0 08/16/2006 213+09 C 4 142.9 103.0 138.25 2.2234 08/16/2006 225+09 A 1 137.9 112.0 08/16/2006 225+09 A 2 136 110.0 08/16/2006 225+09 A 3 137.6 110.0 08/16/2006 225+09 A 4 135.2 111.0 136.68 1.2894 08/16/2006 225+09 B 1 137.1 109.0 08/16/2006 225+09 B 2 133.6 108.0 08/16/2006 225+09 B 3 134.9 107.0 08/16/2006 225+09 B 4 137.8 109.0 135.85 1.9434 08/16/2006 225+09 C 1 136.9 103.0 08/16/2006 225+09 C 2 133.5 98.0 08/16/2006 225+09 C 3 134.3 103.0 08/16/2006 225+09 C 4 133.1 103.0 135.85 1.9434
C-495 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 228+09 A 1 137.1 112.0 08/16/2006 228+09 A 2 136.1 111.0 08/16/2006 228+09 A 3 137.9 111.0 08/16/2006 228+09 A 4 137 110.0 137.03 0.7365 08/16/2006 228+09 B 1 137.6 109.0 08/16/2006 228+09 B 2 138.3 106.0 08/16/2006 228+09 B 3 136.9 108.0 08/16/2006 228+09 B 4 140.6 110.0 138.35 1.6052 08/16/2006 228+09 C 1 136.2 108.0 08/16/2006 228+09 C 2 135.8 104.0 08/16/2006 228+09 C 3 135.8 108.0 08/16/2006 228+09 C 4 137.5 107.0 136.33 0.8057 08/16/2006 248+00 A 1 133.8 100.0 08/16/2006 248+00 A 2 134 99.0 08/16/2006 248+00 A 3 135.3 101.0 08/16/2006 248+00 A 4 137.7 101.0 135.2 1.7944 08/16/2006 248+00 B 1 136 98.0 08/16/2006 248+00 B 2 131.4 99.0 08/16/2006 248+00 B 3 133.6 98.0 08/16/2006 248+00 B 4 133 98.0 133.5 1.9079 08/16/2006 248+00 C 1 138.4 96.0 08/16/2006 248+00 C 2 139.2 96.0 08/16/2006 248+00 C 3 141.8 97.0 08/16/2006 248+00 C 4 139.9 97.0 139.83 1.4523 08/16/2006 250+22 A 1 133.3 103.0 08/16/2006 250+22 A 2 135.4 103.0 08/16/2006 250+22 A 3 136.2 103.0 08/16/2006 250+22 A 4 136.1 103.0 135.25 1.3478 08/16/2006 250+22 B 1 140.3 99.0 08/16/2006 250+22 B 2 136.7 99.0 08/16/2006 250+22 B 3 137.4 99.0 08/16/2006 250+22 B 4 138.4 99.0 138.2 1.5642 08/16/2006 250+22 C 1 136.3 99.0 08/16/2006 250+22 C 2 139.4 99.0 08/16/2006 250+22 C 3 138.8 99.0 08/16/2006 250+22 C 4 136.5 101.0 137.75 1.5801
C-496 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 251+61 A 1 134.5 108.0 08/16/2006 251+61 A 2 136.1 106.0 08/16/2006 251+61 A 3 137.2 107.0 08/16/2006 251+61 A 4 136.4 107.0 136.05 1.1328 08/16/2006 251+61 B 1 140.1 104.0 08/16/2006 251+61 B 2 139.2 103.0 08/16/2006 251+61 B 3 139.4 103.0 08/16/2006 251+61 B 4 139.4 104.0 139.53 0.3948 08/16/2006 251+61 C 1 136.5 104.0 08/16/2006 251+61 C 2 139.2 103.0 08/16/2006 251+61 C 3 137.4 104.0 08/16/2006 251+61 C 4 135 105.0 137.03 1.7557 08/16/2006 253+40 A 1 136 106.0 08/16/2006 253+40 A 2 136.6 106.0 08/16/2006 253+40 A 3 137.9 106.0 08/16/2006 253+40 A 4 135.9 105.0 136.6 0.9201 08/16/2006 253+40 B 1 134.1 98.0 08/16/2006 253+40 B 2 136.1 99.0 08/16/2006 253+40 B 3 133.6 98.0 08/16/2006 253+40 B 4 136.5 99.0 135.08 1.4385 08/16/2006 253+40 C 1 137.3 98.0 08/16/2006 253+40 C 2 137.8 98.0 08/16/2006 253+40 C 3 137.8 98.0 08/16/2006 253+40 C 4 139.1 99.0 138 0.7703 08/16/2006 254+00 A 1 136.5 115.0 08/16/2006 254+00 A 2 132.3 113.0 08/16/2006 254+00 A 3 138.7 112.0 08/16/2006 254+00 A 4 136 113.0 135.88 2.6563 08/16/2006 254+00 B 1 135.1 105.0 08/16/2006 254+00 B 2 134.4 105.0 08/16/2006 254+00 B 3 137.8 104.0 08/16/2006 254+00 B 4 137 105.0 136.08 1.5903 08/16/2006 254+00 C 1 141.5 102.0 08/16/2006 254+00 C 2 131.6 102.0 08/16/2006 254+00 C 3 138.3 102.0
C-497 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/16/2006 254+00 C 4 137.1 105.0 137.13 4.125 08/16/2006 255+00 A 1 136.4 114.0 08/16/2006 255+00 A 2 134.6 113.0 08/16/2006 255+00 A 3 137.1 112.0 08/16/2006 255+00 A 4 134 113.0 135.53 1.4637 08/16/2006 255+00 B 1 140.1 106.0 08/16/2006 255+00 B 2 140.7 107.0 08/16/2006 255+00 B 3 139.4 106.0 08/16/2006 255+00 B 4 136.1 106.0 135.53 1.4637 08/16/2006 255+00 C 1 138 105.0 08/16/2006 255+00 C 2 136.4 103.0 08/16/2006 255+00 C 3 139.3 105.0 08/16/2006 255+00 C 4 140.3 107.0 138.5 1.6872 08/16/2006 255+61 A 1 132.2 131.0 08/16/2006 255+61 A 2 131.1 128.0 08/16/2006 255+61 A 3 130.7 128.0 08/16/2006 255+61 A 4 133.3 128.0 131.83 1.1701 08/16/2006 255+61 B 1 131.7 118.0 08/16/2006 255+61 B 2 128.3 112.0 08/16/2006 255+61 B 3 122.2 115.0 08/16/2006 255+61 B 4 129.8 108.0 128 4.1093 08/16/2006 255+61 C 1 132.7 112.0 08/16/2006 255+61 C 2 135.9 108.0 08/16/2006 255+61 C 3 126.5 106.0 08/16/2006 255+61 C 4 121 107.0 129.03 6.6219 08/17/2006 0 A 1 126.1 90.0 08/17/2006 0 A 2 126.6 91.0 08/17/2006 0 A 3 128.8 88.0 08/17/2006 0 A 4 124.7 90.0 126.55 1.702 08/17/2006 0 B 1 126.5 91.0 08/17/2006 0 B 2 127.2 90.0 08/17/2006 0 B 3 123.9 90.0 08/17/2006 0 B 4 120.1 90.0 124.43 3.2139 08/17/2006 100 A 1 123 93.0 08/17/2006 100 A 2 125 92.0 08/17/2006 100 A 3 130.6 90.0
C-498 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/17/2006 100 A 4 130 92.0 127.15 3.7359 08/17/2006 100 B 1 126.8 94.0 08/17/2006 100 B 2 130 94.0 08/17/2006 100 B 3 125.4 92.0 08/17/2006 100 B 4 126.7 92.0 127.23 1.9568 08/17/2006 1000 A 1 133.2 105.0 08/17/2006 1000 A 2 132 105.0 08/17/2006 1000 A 3 130.5 102.0 08/17/2006 1000 A 4 131.9 103.0 131.9 1.1045 08/17/2006 1000 B 1 125.7 105.0 08/17/2006 1000 B 2 123.6 104.0 08/17/2006 1000 B 3 125.8 103.0 08/17/2006 1000 B 4 121.1 104.0 124.05 2.2128 08/17/2006 200 A 1 127.5 95.0 08/17/2006 200 A 2 127.7 96.0 08/17/2006 200 A 3 129.2 95.0 08/17/2006 200 A 4 131.2 95.0 128.9 1.7108 08/17/2006 200 B 1 126.2 95.0 08/17/2006 200 B 2 126.3 94.0 08/17/2006 200 B 3 125.4 94.0 125.97 0.4933 08/17/2006 300 A 1 131 95.0 08/17/2006 300 A 2 130.8 95.0 08/17/2006 300 A 3 133.6 95.0 08/17/2006 300 A 4 124 94.0 129.85 4.1033 08/17/2006 300 B 1 130 95.0 08/17/2006 300 B 2 129.8 95.0 08/17/2006 300 B 3 125.1 95.0 08/17/2006 300 B 4 125.8 95.0 127.68 2.5863 08/17/2006 400 A 1 127.7 95.0 08/17/2006 400 A 2 125.5 95.0 08/17/2006 400 A 3 128.6 94.0 08/17/2006 400 A 4 122.9 94.0 126.18 2.5421 08/17/2006 400 B 1 125.4 95.0 08/17/2006 400 B 2 123.9 95.0 08/17/2006 400 B 3 125.1 94.0
C-499 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/17/2006 400 B 4 127.8 94.0 125.55 1.634 08/17/2006 500 A 1 126.7 97.0 08/17/2006 500 A 2 129.6 95.0 08/17/2006 500 A 3 128.6 94.0 08/17/2006 500 A 4 128.7 96.0 128.4 1.2193 08/17/2006 500 B 1 124 96.0 08/17/2006 500 B 2 125.4 96.0 08/17/2006 500 B 3 128.6 95.0 08/17/2006 500 B 4 127.1 96.0 126.28 2.0023 08/17/2006 600 A 1 125.9 98.0 08/17/2006 600 A 2 125.1 97.0 08/17/2006 600 A 3 128 98.0 08/17/2006 600 A 4 131.5 96.0 127.63 2.8582 08/17/2006 600 B 1 125.5 99.0 08/17/2006 600 B 2 122.5 97.0 08/17/2006 600 B 3 124.6 99.0 08/17/2006 600 B 4 126.3 97.0 124.73 1.6378 08/17/2006 700 A 1 125.7 98.0 08/17/2006 700 A 2 133.6 98.0 08/17/2006 700 A 3 128.1 95.0 08/17/2006 700 A 4 129.9 96.0 129.33 3.329 08/17/2006 700 B 1 128.3 98.0 08/17/2006 700 B 2 121.5 97.0 08/17/2006 700 B 3 126.9 97.0 08/17/2006 700 B 4 127 96.0 125.93 3.0181 08/17/2006 800 A 1 124.3 102.0 08/17/2006 800 A 2 126 103.0 08/17/2006 800 A 3 126.2 102.0 08/17/2006 800 A 4 125 100.0 125.38 0.8884 08/17/2006 800 B 1 124.3 103.0 08/17/2006 800 B 2 123.9 102.0 08/17/2006 800 B 3 127.2 101.0 08/17/2006 800 B 4 124.4 100.0 124.95 1.5155 08/17/2006 900 A 1 134.6 103.0 08/17/2006 900 A 2 134.9 102.0 08/17/2006 900 A 3 133.6 101.0
C-500 Table 233. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-47, MO, pcf Continued Test Date Station Point Trial # Density Temperature Average Std Dev 08/17/2006 900 A 4 124.6 101.0 131.93 4.9149 08/17/2006 900 B 1 130.4 102.0 08/17/2006 900 B 2 129 102.0 08/17/2006 900 B 3 129.8 102.0 08/17/2006 900 B 4 131.4 102.0 130.15 1.0116
C-501 Table 234. Modulus measured by PSPA on US-47, MO, ksi Test Date Station Point Modulus Average 08/17/2006 0 A 646 08/17/2006 0 A 643 08/17/2006 0 A 643 644 08/17/2006 0 B 667 08/17/2006 0 B 653 08/17/2006 0 B 568 629 08/17/2006 100 A 670 08/17/2006 100 A 596 08/17/2006 100 A 520 595 08/17/2006 100 B 598 08/17/2006 100 B 535 08/17/2006 100 B 489 541 08/17/2006 200 A 618 08/17/2006 200 A 521 08/17/2006 200 A 493 544 08/17/2006 200 B 598 08/17/2006 200 B 589 08/17/2006 200 B 482 556 08/17/2006 300 A 664 08/17/2006 300 A 650 08/17/2006 300 A 646 653 08/17/2006 300 B 603 08/17/2006 300 B 566 08/17/2006 300 B 539 570 08/17/2006 400 A 695 08/17/2006 400 A 663 08/17/2006 400 A 623 660 08/17/2006 400 B 579 08/17/2006 400 B 561 08/17/2006 400 B 536 559 08/17/2006 500 A 760 08/17/2006 500 A 705 08/17/2006 500 A 573 679 08/17/2006 500 B 610 08/17/2006 500 B 540 08/17/2006 500 B 525 558 08/17/2006 600 A 714
C-502 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/17/2006 600 A 655 08/17/2006 600 A 618 662 08/17/2006 600 B 599 08/17/2006 600 B 522 08/17/2006 600 B 520 547 08/17/2006 700 A 652 08/17/2006 700 A 547 08/17/2006 700 A 536 578 08/17/2006 700 B 545 08/17/2006 700 B 544 08/17/2006 700 B 503 531 08/17/2006 800 A 687 08/17/2006 800 A 574 08/17/2006 800 A 529 597 08/17/2006 800 B 616 08/17/2006 800 B 614 08/17/2006 800 B 575 602 08/17/2006 900 A 656 08/17/2006 900 A 627 08/17/2006 900 A 595 626 08/17/2006 900 B 610 08/17/2006 900 B 595 08/17/2006 900 B 587 597 08/17/2006 1000 A 789 08/17/2006 1000 A 701 08/17/2006 1000 A 636 709 08/17/2006 1000 B 618 08/17/2006 1000 B 602 08/17/2006 1000 B 580 600 08/16/2006 189+09 A 231 08/16/2006 189+09 A 231 08/16/2006 189+09 A 206 223 08/16/2006 189+09 B 348 08/16/2006 189+09 B 344 08/16/2006 189+09 B 329 340
C-503 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 189+09 C 356 08/16/2006 189+09 C 319 08/16/2006 189+09 C 308 328 08/16/2006 189+09 D 255 08/16/2006 189+09 D 239 08/16/2006 189+09 D 225 240 08/16/2006 189+09 E 255 08/16/2006 189+09 E 231 08/16/2006 189+09 E 208 231 08/16/2006 192+59 A 275 08/16/2006 192+59 A 243 08/16/2006 192+59 A 243 254 08/16/2006 192+59 B 325 08/16/2006 192+59 B 319 08/16/2006 192+59 B 304 316 08/16/2006 192+59 C 263 08/16/2006 192+59 C 255 08/16/2006 192+59 C 255 258 08/16/2006 192+59 D 299 08/16/2006 192+59 D 278 08/16/2006 192+59 D 211 263 08/16/2006 192+59 E 309 08/16/2006 192+59 E 307 08/16/2006 192+59 E 203 273 08/16/2006 196+29 A 358 08/16/2006 196+29 A 267 08/16/2006 196+29 A 210 278 08/16/2006 196+29 B 296 08/16/2006 196+29 B 279 08/16/2006 196+29 B 241 272 08/16/2006 196+29 C 259 08/16/2006 196+29 C 241 08/16/2006 196+29 C 206 235 08/16/2006 196+29 D 234 08/16/2006 196+29 D 193 08/16/2006 196+29 D 191 206
C-504 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 196+29 E 246 08/16/2006 196+29 E 183 08/16/2006 196+29 E 177 202 08/16/2006 201+09 A 286 08/16/2006 201+09 A 261 08/16/2006 201+09 A 257 268 08/16/2006 201+09 B 276 08/16/2006 201+09 B 257 08/16/2006 201+09 B 219 251 08/16/2006 201+09 C 294 08/16/2006 201+09 C 249 08/16/2006 201+09 C 199 247 08/16/2006 201+09 D 335 08/16/2006 201+09 D 294 08/16/2006 201+09 D 234 287 08/16/2006 201+09 E 263 08/16/2006 201+09 E 249 08/16/2006 201+09 E 228 247 08/16/2006 213+09 A 286 08/16/2006 213+09 A 267 08/16/2006 213+09 A 247 267 08/16/2006 213+09 B 343 08/16/2006 213+09 B 311 08/16/2006 213+09 B 303 319 08/16/2006 213+09 C 329 08/16/2006 213+09 C 317 08/16/2006 213+09 C 312 319 08/16/2006 213+09 D 306 08/16/2006 213+09 D 298 08/16/2006 213+09 D 280 295 08/16/2006 213+09 E 287 08/16/2006 213+09 E 283 08/16/2006 213+09 E 262 278 08/16/2006 217+49 A 315 08/16/2006 217+49 A 304 08/16/2006 217+49 A 221 280
C-505 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 217+49 B 321 08/16/2006 217+49 B 314 08/16/2006 217+49 B 311 315 08/16/2006 217+49 C 357 08/16/2006 217+49 C 354 08/16/2006 217+49 C 306 339 08/16/2006 217+49 D 327 08/16/2006 217+49 D 320 08/16/2006 217+49 D 305 317 08/16/2006 217+49 E 293 08/16/2006 217+49 E 282 08/16/2006 217+49 E 255 277 08/16/2006 219+09 A 317 08/16/2006 219+09 A 309 08/16/2006 219+09 A 243 290 08/16/2006 219+09 B 317 08/16/2006 219+09 B 317 08/16/2006 219+09 B 303 312 08/16/2006 219+09 C 338 08/16/2006 219+09 C 322 08/16/2006 219+09 C 295 318 08/16/2006 219+09 D 336 08/16/2006 219+09 D 321 08/16/2006 219+09 D 310 323 08/16/2006 219+09 E 344 08/16/2006 219+09 E 322 08/16/2006 219+09 E 274 313 08/16/2006 222+09 A 296 08/16/2006 222+09 A 292 08/16/2006 222+09 A 269 286 08/16/2006 222+09 B 356 08/16/2006 222+09 B 338 08/16/2006 222+09 B 323 339 08/16/2006 222+09 C 341 08/16/2006 222+09 C 341 08/16/2006 222+09 C 326 336
C-506 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 222+09 D 322 08/16/2006 222+09 D 322 08/16/2006 222+09 D 314 319 08/16/2006 222+09 E 354 08/16/2006 222+09 E 295 08/16/2006 222+09 E 255 301 08/16/2006 225+09 A 333 08/16/2006 225+09 A 333 08/16/2006 225+09 A 305 324 08/16/2006 225+09 B 312 08/16/2006 225+09 B 300 08/16/2006 225+09 B 300 304 08/16/2006 225+09 C 329 08/16/2006 225+09 C 303 08/16/2006 225+09 C 303 312 08/16/2006 225+09 D 367 08/16/2006 225+09 D 329 08/16/2006 225+09 D 329 341 08/16/2006 225+09 E 343 08/16/2006 225+09 E 324 08/16/2006 225+09 E 293 320 08/16/2006 228+09 A 306 08/16/2006 228+09 A 298 08/16/2006 228+09 A 294 300 08/16/2006 228+09 B 352 08/16/2006 228+09 B 324 08/16/2006 228+09 B 293 323 08/16/2006 228+09 C 373 08/16/2006 228+09 C 335 08/16/2006 228+09 C 320 343 08/16/2006 228+09 D 325 08/16/2006 228+09 D 325 08/16/2006 228+09 D 315 321 08/16/2006 228+09 E 335 08/16/2006 228+09 E 311 08/16/2006 228+09 E 303 316
C-507 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 243+05 A 320 08/16/2006 243+05 A 319 08/16/2006 243+05 A 308 316 08/16/2006 243+05 B 322 08/16/2006 243+05 B 315 08/16/2006 243+05 B 311 316 08/16/2006 243+05 C 406 08/16/2006 243+05 C 395 08/16/2006 243+05 C 388 396 08/16/2006 243+05 D 340 08/16/2006 243+05 D 337 08/16/2006 243+05 D 316 331 08/16/2006 243+05 E 301 08/16/2006 243+05 E 284 08/16/2006 243+05 E 277 287 08/16/2006 244+00 A 306 08/16/2006 244+00 A 303 08/16/2006 244+00 A 284 298 08/16/2006 244+00 B 381 08/16/2006 244+00 B 374 08/16/2006 244+00 B 313 356 08/16/2006 244+00 C 399 08/16/2006 244+00 C 385 08/16/2006 244+00 C 338 374 08/16/2006 244+00 D 364 08/16/2006 244+00 D 322 08/16/2006 244+00 D 315 333 08/16/2006 244+00 E 284 08/16/2006 244+00 E 273 08/16/2006 244+00 E 248 269 08/16/2006 246+02 A 372 08/16/2006 246+02 A 328 08/16/2006 246+02 A 281 327 08/16/2006 246+02 B 402 08/16/2006 246+02 B 356 08/16/2006 246+02 B 328 362
C-508 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 246+02 C 378 08/16/2006 246+02 C 378 08/16/2006 246+02 C 371 375 08/16/2006 246+02 D 397 08/16/2006 246+02 D 390 08/16/2006 246+02 D 348 378 08/16/2006 246+02 E 334 08/16/2006 246+02 E 320 08/16/2006 246+02 E 288 314 08/16/2006 248+00 A 349 08/16/2006 248+00 A 308 08/16/2006 248+00 A 279 312 08/16/2006 248+00 B 338 08/16/2006 248+00 B 313 08/16/2006 248+00 B 275 309 08/16/2006 248+00 C 404 08/16/2006 248+00 C 400 08/16/2006 248+00 C 354 386 08/16/2006 248+00 D 353 08/16/2006 248+00 D 345 08/16/2006 248+00 D 331 343 08/16/2006 248+00 E 288 08/16/2006 248+00 E 277 08/16/2006 248+00 E 270 278 08/16/2006 250+22 A 319 08/16/2006 250+22 A 308 08/16/2006 250+22 A 308 311 08/16/2006 250+22 B 317 08/16/2006 250+22 B 314 08/16/2006 250+22 B 208 280 08/16/2006 250+22 C 342 08/16/2006 250+22 C 334 08/16/2006 250+22 C 239 305 08/16/2006 250+22 D 364 08/16/2006 250+22 D 323 08/16/2006 250+22 D 316 334
C-509 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 250+22 E 292 08/16/2006 250+22 E 273 08/16/2006 250+22 E 263 276 08/16/2006 251+61 A 315 08/16/2006 251+61 A 280 08/16/2006 251+61 A 280 292 08/16/2006 251+61 B 348 08/16/2006 251+61 B 329 08/16/2006 251+61 B 306 328 08/16/2006 251+61 C 359 08/16/2006 251+61 C 291 08/16/2006 251+61 C 284 311 08/16/2006 251+61 Core Location 308 08/16/2006 251+61 Core Location 305 08/16/2006 251+61 Core Location 289 301 08/16/2006 251+61 D 325 08/16/2006 251+61 D 310 08/16/2006 251+61 D 306 314 08/16/2006 251+61 E 272 08/16/2006 251+61 E 257 08/16/2006 251+61 E 250 260 08/16/2006 253+40 A 312 08/16/2006 253+40 A 296 08/16/2006 253+40 A 292 300 08/16/2006 253+40 B 319 08/16/2006 253+40 B 311 08/16/2006 253+40 B 308 313 08/16/2006 253+40 C 354 08/16/2006 253+40 C 328 08/16/2006 253+40 C 321 334 08/16/2006 253+40 D 356 08/16/2006 253+40 D 338 08/16/2006 253+40 D 296 330 08/16/2006 253+40 E 289
C-510 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 253+40 E 270 08/16/2006 253+40 E 255 271 08/16/2006 254+00 A 304 08/16/2006 254+00 A 304 08/16/2006 254+00 A 284 297 08/16/2006 254+00 B 336 08/16/2006 254+00 B 302 08/16/2006 254+00 B 223 287 08/16/2006 254+00 C 328 08/16/2006 254+00 C 324 08/16/2006 254+00 C 305 319 08/16/2006 254+00 D 340 08/16/2006 254+00 D 301 08/16/2006 254+00 D 282 308 08/16/2006 254+00 E 311 08/16/2006 254+00 E 292 08/16/2006 254+00 E 288 297 08/16/2006 255+00 A 325 08/16/2006 255+00 A 317 08/16/2006 255+00 A 317 320 08/16/2006 255+00 B 363 08/16/2006 255+00 B 321 08/16/2006 255+00 B 276 320 08/16/2006 255+00 C 304 08/16/2006 255+00 C 296 08/16/2006 255+00 C 285 295 08/16/2006 255+00 D 305 08/16/2006 255+00 D 286 08/16/2006 255+00 D 278 289 08/16/2006 255+00 E 295 08/16/2006 255+00 E 265 08/16/2006 255+00 E 261 273 08/16/2006 255+61 A 163 08/16/2006 255+61 A 135 08/16/2006 255+61 A 132 143 08/16/2006 255+61 B 193
C-511 Table 234. Modulus measured by PSPA on US-47, MO, ksi Continued Test Date Station Point Modulus Average 08/16/2006 255+61 B 158 08/16/2006 255+61 B 152 168 08/16/2006 255+61 C 162 08/16/2006 255+61 C 124 08/16/2006 255+61 C 112 133 08/16/2006 255+61 D 166 08/16/2006 255+61 D 166 08/16/2006 255+61 D 154 162 08/16/2006 255+61 E 184 08/16/2006 255+61 E 156 08/16/2006 255+61 E 156 165
C-512 Table 235. Density measured by NDG on US-47, MO, pcf Test Date Station Point Trial # Density 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 A 1 142.1 08/16/2006 225+09 B 1 143.1 08/16/2006 225+09 B 1 143.1 08/16/2006 225+09 B 1 143.1 08/16/2006 225+09 B 1 143.1 08/16/2006 225+09 B 1 143.1 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 C 1 144.2 08/16/2006 225+09 D 1 140.7 08/16/2006 225+09 D 1 140.7 08/16/2006 225+09 D 1 140.7 08/16/2006 225+09 D 1 140.7 08/16/2006 225+09 D 1 140.7 08/16/2006 225+09 E 1 134.7 08/16/2006 225+09 E 1 134.7 08/16/2006 225+09 E 1 134.7 08/16/2006 225+09 E 1 134.7 08/16/2006 225+09 E 1 134.7 08/16/2006 225+09 E 1 134.7 08/16/2006 228+09 A 1 142.5 08/16/2006 228+09 A 1 142.5 08/16/2006 228+09 A 1 142.5 08/16/2006 228+09 A 1 142.5 08/16/2006 228+09 A 1 142.5 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 B 1 145.3
C-513 Table 236. Density measured by NDG on US-47, MO, pcf Continued Test Date Station Point Trial # Density 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 B 1 145.3 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 C 1 144.4 08/16/2006 228+09 D 1 139.2 08/16/2006 228+09 D 1 139.2 08/16/2006 228+09 D 1 139.2 08/16/2006 228+09 D 1 139.2 08/16/2006 228+09 D 1 139.2 08/16/2006 228+09 E 1 135.2 08/16/2006 228+09 E 1 135.2 08/16/2006 228+09 E 1 135.2 08/16/2006 243+05 A 1 144.9 08/16/2006 243+05 A 1 144.9 08/16/2006 243+05 B 1 143.8 08/16/2006 243+05 B 1 143.8 08/16/2006 243+05 B 1 143.8 08/16/2006 243+05 C 1 141.5 08/16/2006 243+05 C 1 141.5 08/16/2006 243+05 C 1 141.5 08/16/2006 243+05 C 1 141.5 08/16/2006 243+05 D 1 139.6 08/16/2006 243+05 D 1 139.6 08/16/2006 243+05 D 1 139.6 08/16/2006 243+05 E 1 131.1 08/16/2006 243+05 E 1 131.1 08/16/2006 243+05 E 1 131.1 08/16/2006 246+02 A 1 141.9 08/16/2006 246+02 A 1 141.9 08/16/2006 246+02 A 1 141.9
C-514 Table 236. Density measured by NDG on US-47, MO, pcf Continued Test Date Station Point Trial # Density 08/16/2006 246+02 B 1 141.8 08/16/2006 246+02 B 1 141.8 08/16/2006 246+02 B 1 141.8 08/16/2006 246+02 C 1 145.4 08/16/2006 246+02 C 1 145.4 08/16/2006 246+02 C 1 145.4 08/16/2006 246+02 C 1 145.4 08/16/2006 246+02 D 1 142.2 08/16/2006 246+02 D 1 142.2 08/16/2006 246+02 D 1 142.2 08/16/2006 246+02 E 1 136.6 08/16/2006 246+02 E 1 136.6 08/16/2006 250+22 A 1 142.6 08/16/2006 250+22 A 1 142.6 08/16/2006 250+22 B 1 143.2 08/16/2006 250+22 B 1 143.2 08/16/2006 250+22 B 1 143.2 08/16/2006 250+22 C 1 143.1 08/16/2006 250+22 C 1 143.1 08/16/2006 250+22 C 1 143.1 08/16/2006 250+22 C 1 143.1 08/16/2006 250+22 D 1 145.1 08/16/2006 250+22 D 1 145.1 08/16/2006 250+22 D 1 145.1 08/16/2006 250+22 D 1 145.1 08/16/2006 250+22 D 1 145.1 08/16/2006 250+22 E 1 133.3 08/16/2006 250+22 E 1 133.3 08/16/2006 250+22 E 1 133.3 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 A 1 142.5 08/16/2006 251+61 B 1 145.3
C-515 Table 236. Density measured by NDG on US-47, MO, pcf Continued Test Date Station Point Trial # Density 08/16/2006 251+61 B 1 145.3 08/16/2006 251+61 B 1 145.3 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 C 1 143.1 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 D 1 139.7 08/16/2006 251+61 E 1 135.1 08/16/2006 251+61 E 1 135.1 08/16/2006 251+61 E 1 135.1 08/16/2006 251+61 E 1 135.1 08/16/2006 251+61 E 1 135.1 08/16/2006 253+40 A 1 143.7 08/16/2006 253+40 A 1 143.7 08/16/2006 253+40 A 1 143.7 08/16/2006 253+40 A 1 143.7 08/16/2006 253+40 B 1 140.2 08/16/2006 253+40 B 1 140.2 08/16/2006 253+40 B 1 140.2 08/16/2006 253+40 B 1 140.2 08/16/2006 253+40 C 1 142.2 08/16/2006 253+40 C 1 142.2 08/16/2006 253+40 C 1 142.2 08/16/2006 253+40 C 1 142.2 08/16/2006 253+40 D 1 139.4 08/16/2006 253+40 D 1 139.4 08/16/2006 253+40 D 1 139.4 08/16/2006 253+40 D 1 139.4 08/16/2006 253+40 E 1 134.6
C-516 Table 236. Density measured by NDG on US-47, MO, pcf Continued Test Date Station Point Trial # Density 08/16/2006 253+40 E 1 134.6 08/16/2006 253+40 E 1 134.6 08/16/2006 253+40 E 1 134.6 08/16/2006 255+61 A 1 141.1 08/16/2006 255+61 A 1 141.1 08/16/2006 255+61 A 1 141.1 08/16/2006 255+61 A 1 141.1 08/16/2006 255+61 A 1 141.1 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 B 1 145.7 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 C 1 144.1 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 D 1 140.9 08/16/2006 255+61 E 1 133.7 08/16/2006 255+61 E 1 133.7 08/16/2006 255+61 E 1 133.7 08/16/2006 255+61 E 1 133.7 08/16/2006 255+61 E 1 133.7 08/16/2006 255+61 E 1 133.7
C-517 Table 236. Density measured by NDG on US-47, MO, pcf Continued Test Date Station Point Trial # Density 08/16/2006 255+61 E 1 133.7
C-518 I-75, MICHIGAN HMA SECTIONS I-75 Asphalt Shoulder test section. (tests conducted on cold AC on 7/25/06) 27 56 +0 0 Southbound lanes - towards Saginaw Asphalt shoulder Legend PaveTracker test locations 27 63 +0 0 27 62 +0 0 27 60 +0 0 27 57 +0 0 27 55 +0 0 27 53 +0 0 27 51 +0 0 27 56 +0 0 27 63 +0 0 27 62 +0 0 27 60 +0 0 27 57 +0 0 27 55 +0 0 27 53 +0 0 27 51 +0 0 27 56 +0 0 27 56 +0 0 27 63 +0 0 27 63 +0 0 27 62 +0 0 27 62 +0 0 27 60 +0 0 27 60 +0 0 27 57 +0 0 27 57 +0 0 27 55 +0 0 27 55 +0 0 27 53 +0 0 27 53 +0 0 27 51 +0 0 27 51 +0 0 a) Test section layout C on fin ed e dg e U nc on fin ed e dg e Shoulder 1ft 1ft 6ft 12 ft CL Distances to test locations are approximate. Designates Test Location 1 2 3 4 At each Test Location 4 reading were taken in clockwise direction. C on fin ed e dg e U nc on fin ed e dg e b) Transverse position of test points at each station General Layout of Test Points Along Shoulder for Section 1; Paved on July 19 to 21 and Tested on July 25, 2006
C-519 31 46 +9 7 Southbound lanes - towards Saginaw Asphalt shoulder Legend PavTracker test locations 31 70 +0 0 31 65 +0 0 31 47 +0 0 32 46 +9 4 31 46 +9 2 31 42 +0 0 31 34 +4 0 31 31 +8 4 31 34 +8 0 31 34 +7 6 31 22 +0 0 31 15 +8 9 31 15 +8 5 31 15 +8 0 C B A 3158+00 3155+40 3153+00 DGC points 31 46 +9 7 31 46 +9 7 31 70 +0 0 31 70 +0 0 31 65 +0 0 31 65 +0 0 31 47 +0 0 31 47 +0 0 32 46 +9 4 32 46 +9 4 31 46 +9 2 31 46 +9 2 31 42 +0 0 31 42 +0 0 31 34 +4 0 31 34 +4 0 31 31 +8 4 31 31 +8 4 31 34 +8 0 31 34 +8 0 31 34 +7 6 31 34 +7 6 31 22 +0 0 31 22 +0 0 31 15 +8 9 31 15 +8 9 31 15 +8 5 31 15 +8 5 31 15 +8 0 31 15 +8 0 3158+00 3158+00 3155+40 3155+40 3153+00 3153+00 a) Test section layout U nc on fin ed e dg e C on fin ed e dg e 1ft 1.5ft 12 ft CL Distances to test locations are approximate. Designates Test Location Shoulder A H G B F E D C 1/3 1/3 1/3 1/4 1/4 1/4 1/4 Station 3170+00 U nc on fin ed e dg e C on fin ed e dg e U nc on fin ed e dg e C on fin ed e dg e U nc on fin ed e dg e C on fin ed e dg e 1ft 12 ft CL Distances to test locations are approximate. Designates Test Location Shoulder A G BF E D C 1/3 1/3 1/3 1/3 1/3 1/3 Station 3142+00 U nc on fin ed e dg e C on fin ed e dg e b) Layout for stations 3170+00 and 3142+00 Note: All other points on test section were more or less centered and evenly distributed across width of the section General Layout of Test Points Along Shoulder for Section 2; Testing Performed Immediately After Paving on July 25, 2006
C-520 31 61 +4 3 Southbound lanes - towards Saginaw Asphalt shoulder Legend PavTracker test locations I-75 Asphalt Outer lane test section. (tests conducted on hot AC on 7/25 including DGC) 31 62 +0 0 31 61 +9 0 31 61 +8 0 31 61 +3 3 31 61 +3 2 31 58 +1 9 31 58 +1 1 31 58 +0 1 31 51 +0 2 31 50 +9 8 31 50 +8 9 33 15 1+ 09 31 42 +0 0 31 34 +6 7 C B A 31 34 +5 3 31 34 +4 0 31 22 +0 0 31 13 +0 9 31 12 +9 7 31 12 +8 7 Outer Lane 31 61 +4 3 31 61 +4 3 31 62 +0 0 31 62 +0 0 31 61 +9 0 31 61 +9 0 31 61 +8 0 31 61 +8 0 31 61 +3 3 31 61 +3 3 31 61 +3 2 31 61 +3 2 31 58 +1 9 31 58 +1 9 31 58 +1 1 31 58 +1 1 31 58 +0 1 31 58 +0 1 31 51 +0 2 31 51 +0 2 31 50 +9 8 31 50 +9 8 31 50 +8 9 31 50 +8 9 33 15 1+ 09 33 15 1+ 09 31 42 +0 0 31 42 +0 0 31 34 +6 7 31 34 +6 7 31 34 +5 3 31 34 +5 3 31 34 +4 0 31 34 +4 0 31 22 +0 0 31 22 +0 0 31 13 +0 9 31 13 +0 9 31 12 +9 7 31 12 +9 7 31 12 +8 7 31 12 +8 7 a) Test section layout O ut er e dg e In ne r e dg e Outer Lane 12 ft CL Distances to test locations are approximate. Sh ou ld er 1ft Designates Test Location A G BF E D C 1/3 1/3 1/3 1/3 1/3 1/3 Station 3142+00 O ut er e dg e In ne r e dg e Sh ou ld er b) Layout for stations 3142+00 Note: All other points on test section were more or less centered and evenly distributed across width of the section General Layout of Test Points Along Section 3, Outer Lane; Testing Performed Immediately After Paving on July 25, 2006
C-521 32 08 +0 0 Southbound lanes - towards Saginaw Asphalt shoulder Legend PavTracker test locations I-75 Asphalt Outer lane test section. (tests conducted on hot AC on 7/27 including DGC) 32 19 +1 4 32 11 +0 3 32 11 +0 0 32 04 +0 0 31 98 +0 0 31 95 +0 0 31 92 +0 0 31 89 +0 0 31 83 +0 0 31 80 +0 0 31 77 +0 0 31 86 +0 0 31 74 +0 0 31 71 +0 0 C B A Outer Lane 32 19 +1 2 32 08 +0 0 32 08 +0 0 32 19 +1 4 32 19 +1 4 32 11 +0 3 32 11 +0 3 32 11 +0 0 32 11 +0 0 32 04 +0 0 32 04 +0 0 31 98 +0 0 31 98 +0 0 31 95 +0 0 31 95 +0 0 31 92 +0 0 31 92 +0 0 31 89 +0 0 31 89 +0 0 31 83 +0 0 31 83 +0 0 31 80 +0 0 31 80 +0 0 31 77 +0 0 31 77 +0 0 31 86 +0 0 31 86 +0 0 31 74 +0 0 31 74 +0 0 31 71 +0 0 31 71 +0 0 32 19 +1 2 32 19 +1 2 a) Test section layout O ut er e dg e In ne r e dg e Outer Lane 12 ft CL Distances to test locations are approximate. Sh ou ld er 1ft Designates Test Location A BF E D C 1/5 1/3 1/5 1/5 1/5 1/5 Station 3204+00 O ut er e dg e In ne r e dg e Sh ou ld er b) Layout for stations 3204+00 Note: All other points on test section were more or less centered and evenly distributed across width of the section General Layout of Test Points Along Section 4, Outer Lane; Testing Performed Immediately After Paving on July 27, 2006
C-522 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2751+00 A 1 151.9 07/25/2006 2751+00 A 2 150.7 07/25/2006 2751+00 A 3 148.7 07/25/2006 2751+00 A 4 150.6 150.48 1.3226 07/25/2006 2751+00 B 1 146.4 07/25/2006 2751+00 B 2 155.6 07/25/2006 2751+00 B 3 157.5 07/25/2006 2751+00 B 4 156.9 154.1 5.1942 07/25/2006 2751+00 C 1 144.3 07/25/2006 2751+00 C 2 153.4 07/25/2006 2751+00 C 3 147.1 07/25/2006 2751+00 C 4 142.9 146.93 4.6564 07/25/2006 2753+00 A 1 147.7 07/25/2006 2753+00 A 2 142.4 07/25/2006 2753+00 A 3 145.2 07/25/2006 2753+00 A 4 138.4 143.43 3.9886 07/25/2006 2753+00 B 1 142.4 07/25/2006 2753+00 B 2 144.7 07/25/2006 2753+00 B 3 149.7 07/25/2006 2753+00 B 4 145.6 145.6 3.0474 07/25/2006 2753+00 C 1 143.9 07/25/2006 2753+00 C 2 141.7 07/25/2006 2753+00 C 3 145.7 07/25/2006 2753+00 C 4 146.8 144.53 2.2307 07/25/2006 2755+00 A 1 150 07/25/2006 2755+00 A 2 147.9 07/25/2006 2755+00 A 3 143.4 07/25/2006 2755+00 A 4 155.2 149.13 4.8972 07/25/2006 2755+00 B 1 146.6 07/25/2006 2755+00 B 2 156.2 07/25/2006 2755+00 B 3 148.3 07/25/2006 2755+00 B 4 144.9 149 4.9967 07/25/2006 2755+00 C 1 147 07/25/2006 2755+00 C 2 150.8 07/25/2006 2755+00 C 3 156.9 07/25/2006 2755+00 C 4 153.3 152 4.1689
C-523 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2756+00 A 1 144.9 07/25/2006 2756+00 A 2 135.2 07/25/2006 2756+00 A 3 148.9 07/25/2006 2756+00 A 4 140.4 142.35 5.8972 07/25/2006 2756+00 B 1 145.9 07/25/2006 2756+00 B 2 148.6 07/25/2006 2756+00 B 3 150.3 07/25/2006 2756+00 B 4 148.8 148.4 1.8312 07/25/2006 2756+00 C 1 147.8 07/25/2006 2756+00 C 2 145.1 07/25/2006 2756+00 C 3 144.2 07/25/2006 2756+00 C 4 145.6 145.68 1.5305 07/25/2006 2757+00 A 1 144.8 07/25/2006 2757+00 A 2 143.4 07/25/2006 2757+00 A 3 138.5 07/25/2006 2757+00 A 4 142.2 142.23 2.7011 07/25/2006 2757+00 B 1 152.9 07/25/2006 2757+00 B 2 144.9 07/25/2006 2757+00 B 3 140.3 07/25/2006 2757+00 B 4 138.7 144.2 6.3676 07/25/2006 2757+00 C 1 143.4 07/25/2006 2757+00 C 2 142.2 07/25/2006 2757+00 C 3 139 07/25/2006 2757+00 C 4 142.7 141.83 1.9466 07/25/2006 2760+00 A 1 139.4 07/25/2006 2760+00 A 2 130.5 07/25/2006 2760+00 A 3 141.2 07/25/2006 2760+00 A 4 142.4 138.38 5.3928 07/25/2006 2760+00 B 1 148.6 07/25/2006 2760+00 B 2 137.6 07/25/2006 2760+00 B 3 145.8 07/25/2006 2760+00 B 4 147.9 144.98 5.0586 07/25/2006 2760+00 C 1 142.2 07/25/2006 2760+00 C 2 146.7 07/25/2006 2760+00 C 3 141.8
C-524 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2760+00 C 4 143.4 143.53 2.2232 07/25/2006 2762+00 A 1 150.1 07/25/2006 2762+00 A 2 143.5 07/25/2006 2762+00 A 3 150.1 07/25/2006 2762+00 A 4 145.8 147.38 3.2837 07/25/2006 2762+00 B 1 148.6 07/25/2006 2762+00 B 2 132.5 07/25/2006 2762+00 B 3 149.6 07/25/2006 2762+00 B 4 146.4 144.28 7.963 07/25/2006 2762+00 C 1 141.5 07/25/2006 2762+00 C 2 148.8 07/25/2006 2762+00 C 3 145.3 07/25/2006 2762+00 C 4 145.9 145.38 3.0015 07/25/2006 2763+00 A 1 145.9 07/25/2006 2763+00 A 2 147 07/25/2006 2763+00 A 3 132.6 07/25/2006 2763+00 A 4 135.8 140.33 7.2062 07/25/2006 2763+00 B 1 140.7 07/25/2006 2763+00 B 2 137 07/25/2006 2763+00 B 3 144.8 07/25/2006 2763+00 B 4 148.9 142.85 5.1397 07/25/2006 2763+00 C 1 138 07/25/2006 2763+00 C 2 144 07/25/2006 2763+00 C 3 130.9 07/25/2006 2763+00 C 4 141.1 138.5 5.6279 07/25/2006 3115+80 C 1 137 07/25/2006 3115+80 C 2 144.3 07/25/2006 3115+80 C 3 141.3 07/25/2006 3115+80 C 4 140 140.65 3.0271 07/25/2006 3115+85 B 1 144.6 07/25/2006 3115+85 B 2 143.7 07/25/2006 3115+85 B 3 143.9 07/25/2006 3115+85 B 4 147.4 144.9 1.7108 07/25/2006 3115+89 A 1 142 07/25/2006 3115+89 A 2 137.9 07/25/2006 3115+89 A 3 142.8
C-525 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3115+89 A 4 141.8 141.13 2.193 07/25/2006 3122+00 A 1 141.6 07/25/2006 3122+00 A 2 138.2 07/25/2006 3122+00 A 3 140 07/25/2006 3122+00 A 4 138.6 139.6 1.5406 07/25/2006 3122+00 C 1 143.5 07/25/2006 3122+00 C 2 142.2 07/25/2006 3122+00 C 3 142.2 07/25/2006 3122+00 C 4 144.3 143.05 1.0344 07/25/2006 3131+76 A 1 145.8 07/25/2006 3131+76 A 2 148.9 07/25/2006 3131+76 A 3 146.3 07/25/2006 3131+76 A 4 147.5 147.13 1.3817 07/25/2006 3131+80 B 1 150.4 07/25/2006 3131+80 B 2 152.8 07/25/2006 3131+80 B 3 150.8 07/25/2006 3131+80 B 4 147.5 150.38 2.1854 07/25/2006 3131+84 C 1 145 07/25/2006 3131+84 C 2 145.6 07/25/2006 3131+84 C 3 141.1 07/25/2006 3131+84 C 4 144.8 144.13 2.0451 07/25/2006 3134+40 A 1 148.2 07/25/2006 3134+40 A 2 144 07/25/2006 3134+40 A 3 144.6 07/25/2006 3134+40 A 4 149.8 146.65 2.8018 07/25/2006 3134+40 C 1 155 07/25/2006 3134+40 C 2 154.9 07/25/2006 3134+40 C 3 152.8 07/25/2006 3134+40 C 4 153.4 154.03 1.0966 07/25/2006 3142+00 A 1 149.7 07/25/2006 3142+00 A 2 148.6 07/25/2006 3142+00 A 3 148.8 07/25/2006 3142+00 A 4 143.9 147.75 2.6109 07/25/2006 3142+00 D 1 148 07/25/2006 3142+00 D 2 150.1 07/25/2006 3142+00 D 3 143.1
C-526 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3142+00 D 4 146.6 146.95 2.9422 07/25/2006 3142+00 E 1 149.1 07/25/2006 3142+00 E 2 150.5 07/25/2006 3142+00 E 3 148 07/25/2006 3142+00 E 4 147.9 148.88 1.2121 07/25/2006 3142+00 F 1 150.6 07/25/2006 3142+00 F 2 151.6 07/25/2006 3142+00 F 3 150.9 07/25/2006 3142+00 F 4 151.9 151.25 0.6028 07/25/2006 3142+00 G 1 145.2 07/25/2006 3142+00 G 2 148.4 07/25/2006 3142+00 G 3 148.9 07/25/2006 3142+00 G 4 146.7 147.3 1.6872 07/25/2006 3142+00 B 1 149.5 07/25/2006 3142+00 B 2 146.8 07/25/2006 3142+00 B 3 147.6 07/25/2006 3142+00 B 4 149 148.23 1.2447 07/25/2006 3142+00 C 1 147.6 07/25/2006 3142+00 C 2 145.6 07/25/2006 3142+00 C 3 145.3 07/25/2006 3142+00 C 4 143.7 145.55 1.601 07/25/2006 3165+00 A 1 150.9 07/25/2006 3165+00 A 2 153.1 07/25/2006 3165+00 A 3 151.7 07/25/2006 3165+00 A 4 154.5 152.55 1.5864 07/25/2006 3165+00 C 1 149.2 07/25/2006 3165+00 C 2 152 07/25/2006 3165+00 C 3 150.9 07/25/2006 3165+00 C 4 152.7 151.2 1.5253 07/25/2006 3170+00 B 1 154.7 07/25/2006 3170+00 B 2 152 07/25/2006 3170+00 B 3 152.5 07/25/2006 3170+00 B 4 148.5 151.93 2.5669 07/25/2006 3170+00 A 1 148.7 07/25/2006 3170+00 A 2 142.5 07/25/2006 3170+00 A 3 147.1
C-527 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3170+00 A 4 150.6 147.23 3.4596 07/25/2006 3170+00 D 1 149.2 07/25/2006 3170+00 D 2 152 07/25/2006 3170+00 D 3 148.4 07/25/2006 3170+00 D 4 149 152.7 1.4166 07/25/2006 3170+00 E 1 150.6 07/25/2006 3170+00 E 2 153.3 07/25/2006 3170+00 E 3 153.2 07/25/2006 3170+00 E 4 153.7 152.7 1.4166 07/25/2006 3170+00 F 1 149.4 07/25/2006 3170+00 F 2 150.4 07/25/2006 3170+00 F 3 155.4 07/25/2006 3170+00 F 4 150.7 151.48 2.675 07/25/2006 3170+00 G 1 150.4 07/25/2006 3170+00 G 2 149.3 07/25/2006 3170+00 G 3 151 07/25/2006 3170+00 G 4 149.9 150.15 0.7234 07/25/2006 3170+00 H 1 150.7 07/25/2006 3170+00 H 2 149.8 07/25/2006 3170+00 H 3 150.5 07/25/2006 3170+00 H 4 146.6 149.4 1.9061 07/25/2006 3170+00 C 1 148 07/25/2006 3170+00 C 2 149.3 07/25/2006 3170+00 C 3 147.6 07/25/2006 3170+00 C 4 142.2 146.78 3.1352 07/25/2006 3112+87 A 1 159.2 07/25/2006 3112+87 A 2 156.8 07/25/2006 3112+87 A 3 158.9 07/25/2006 3112+87 A 4 156.5 157.85 1.3964 07/25/2006 3112+97 B 1 150.8 07/25/2006 3112+97 B 2 148.8 07/25/2006 3112+97 B 3 159.5 07/25/2006 3112+97 B 4 153.2 153.08 4.6457 07/25/2006 3113+09 C 1 156.3 07/25/2006 3113+09 C 2 157.6 07/25/2006 3113+09 C 3 156.5
C-528 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3113+09 C 4 156 156.6 0.6976 07/25/2006 3122+00 A 1 146.7 07/25/2006 3122+00 A 2 141.9 07/25/2006 3122+00 A 3 149.8 07/25/2006 3122+00 A 4 148.8 146.8 3.5128 07/25/2006 3122+00 C 1 147.2 07/25/2006 3122+00 C 2 149.7 07/25/2006 3122+00 C 3 153.2 07/25/2006 3122+00 C 4 147.1 149.3 2.8647 07/25/2006 3134+40 C 1 148.7 07/25/2006 3134+40 C 2 150.1 07/25/2006 3134+40 C 3 151.1 07/25/2006 3134+40 C 4 147.9 149.45 1.4271 07/25/2006 3134+53 B 1 148.1 07/25/2006 3134+53 B 2 148.9 07/25/2006 3134+53 B 3 150.3 07/25/2006 3134+53 B 4 150.1 149.35 1.0376 07/25/2006 3134+67 A 1 149.2 07/25/2006 3134+67 A 2 151 07/25/2006 3134+67 A 3 150 07/25/2006 3134+67 A 4 147.3 149.38 1.5671 07/25/2006 3142+00 B 1 153.7 07/25/2006 3142+00 B 2 155.3 07/25/2006 3142+00 B 3 155.4 07/25/2006 3142+00 B 4 155.7 155.03 0.8995 07/25/2006 3142+00 D 1 149.9 07/25/2006 3142+00 D 2 148.4 07/25/2006 3142+00 D 3 151.6 07/25/2006 3142+00 D 4 155.9 151.45 3.2419 07/25/2006 3142+00 E 1 153.4 07/25/2006 3142+00 E 2 154.2 07/25/2006 3142+00 E 3 153.7 07/25/2006 3142+00 E 4 154.9 154.05 0.6557 07/25/2006 3142+00 F 1 152 07/25/2006 3142+00 F 2 154.1 07/25/2006 3142+00 F 3 156.6
C-529 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3142+00 F 4 155.1 154.45 1.9296 07/25/2006 3142+00 G 1 156.6 07/25/2006 3142+00 G 2 155.4 07/25/2006 3142+00 G 3 153 07/25/2006 3142+00 G 4 155.7 155.18 1.537 07/25/2006 3142+00 A 1 150.5 07/25/2006 3142+00 A 2 137.3 07/25/2006 3142+00 A 3 145.3 07/25/2006 3142+00 A 4 152.8 146.48 6.8743 07/25/2006 3142+00 C 1 149.4 07/25/2006 3142+00 C 2 152.6 07/25/2006 3142+00 C 3 154.6 07/25/2006 3142+00 C 4 151.8 152.1 2.151 07/25/2006 3150+89 B 1 151.6 07/25/2006 3150+89 B 2 155.1 07/25/2006 3150+89 B 3 153.9 07/25/2006 3150+89 B 4 154.3 153.73 1.5019 07/25/2006 3150+98 B 1 158.1 07/25/2006 3150+98 B 2 156.7 07/25/2006 3150+98 B 3 155.9 07/25/2006 3150+98 B 4 154.3 156.25 1.5864 07/25/2006 3151+02 A 1 149.9 07/25/2006 3151+02 A 2 148 07/25/2006 3151+02 A 3 148.9 07/25/2006 3151+02 A 4 153.2 150 2.2701 07/25/2006 3151+09 C 1 151.2 07/25/2006 3151+09 C 2 153 07/25/2006 3151+09 C 3 152.3 07/25/2006 3151+09 C 4 153 152.38 0.85 07/25/2006 3158+01 A 1 152.2 07/25/2006 3158+01 A 2 150.2 07/25/2006 3158+01 A 3 152.8 07/25/2006 3158+01 A 4 154.1 152.33 1.6235 07/25/2006 3158+11 B 1 157.8 07/25/2006 3158+11 B 2 155.6 07/25/2006 3158+11 B 3 154.9
C-530 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3158+11 B 4 152.2 155.13 2.3085 07/25/2006 3158+19 C 1 147.8 07/25/2006 3158+19 C 2 153.8 07/25/2006 3158+19 C 3 150.6 07/25/2006 3158+19 C 4 151.9 151.03 2.5198 07/25/2006 3161+32 C 1 150.8 07/25/2006 3161+32 C 2 151.6 07/25/2006 3161+32 C 3 150.4 07/25/2006 3161+32 C 4 152.2 151.25 0.8062 07/25/2006 3161+33 A 1 153.7 07/25/2006 3161+33 A 2 151.8 07/25/2006 3161+33 A 3 153.8 07/25/2006 3161+33 A 4 148.3 151.9 2.5703 07/25/2006 3161+43 B 1 148.8 07/25/2006 3161+43 B 2 146.8 07/25/2006 3161+43 B 3 149.3 07/25/2006 3161+43 B 4 146 147.73 1.5777 07/25/2006 3161+80 C 1 156.1 07/25/2006 3161+80 C 2 154.7 07/25/2006 3161+80 C 3 155.8 07/25/2006 3161+80 C 4 150.1 154.18 2.7825 07/25/2006 3161+90 A 1 156 07/25/2006 3161+90 A 2 159.2 07/25/2006 3161+90 A 3 155.6 07/25/2006 3161+90 A 4 158.4 157.3 1.7701 07/25/2006 3162+00 B 1 154.3 07/25/2006 3162+00 B 2 151.3 07/25/2006 3162+00 B 3 155.7 07/25/2006 3162+00 B 4 153.4 153.68 1.8446 07/26/2006 2760+00 A 1 140 07/26/2006 2760+00 A 2 134.4 07/26/2006 2760+00 A 3 149.3 07/26/2006 2760+00 A 4 148.9 143.15 7.2427 07/26/2006 2760+00 B 1 150.7 07/26/2006 2760+00 B 2 143.5 07/26/2006 2760+00 B 3 141.7
C-531 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/26/2006 2760+00 B 4 149.2 146.28 4.35 07/26/2006 2760+00 C 1 148.3 07/26/2006 2760+00 C 2 141.4 07/26/2006 2760+00 C 3 145.6 07/26/2006 2760+00 C 4 149.1 146.1 3.4728 07/26/2006 2762+00 A 1 153.1 07/26/2006 2762+00 A 2 140.8 07/26/2006 2762+00 A 3 151.1 07/26/2006 2762+00 A 4 151.4 149.1 5.603 07/26/2006 2762+00 B 1 153.1 07/26/2006 2762+00 B 2 143.4 07/26/2006 2762+00 B 3 150.8 07/26/2006 2762+00 B 4 149.3 149.15 4.1396 07/26/2006 2762+00 C 1 146.4 07/26/2006 2762+00 C 2 150.1 07/26/2006 2762+00 C 3 144.1 07/26/2006 2762+00 C 4 145.5 146.53 2.5643 07/26/2006 2763+00 A 1 147.2 07/26/2006 2763+00 A 2 153.1 07/26/2006 2763+00 A 3 150.3 07/26/2006 2763+00 A 4 146.2 149.2 3.1316 07/26/2006 2763+00 B 1 143 07/26/2006 2763+00 B 2 142.7 07/26/2006 2763+00 B 3 149.2 07/26/2006 2763+00 B 4 152.5 146.85 4.8128 07/26/2006 2763+00 C 1 143 07/26/2006 2763+00 C 2 143.8 07/26/2006 2763+00 C 3 137.3 07/26/2006 2763+00 C 4 140.7 141.2 2.9132 07/27/2006 3171+00 B 1 158.8 07/27/2006 3171+00 B 2 159 07/27/2006 3171+00 B 3 157 07/27/2006 3171+00 B 4 156 157.7 1.4468 07/27/2006 3171+00 A 1 159.4 07/27/2006 3171+00 A 2 156 07/27/2006 3171+00 A 3 160.2
C-532 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3171+00 A 4 160.4 159 2.0461 07/27/2006 3171+00 C 1 158 07/27/2006 3171+00 C 2 155.9 07/27/2006 3171+00 C 3 156.2 07/27/2006 3171+00 C 4 158.3 157.1 1.2247 07/27/2006 3174+00 B 1 157.6 07/27/2006 3174+00 B 2 158.6 07/27/2006 3174+00 B 3 162.8 07/27/2006 3174+00 B 4 157.5 159.13 2.4998 07/27/2006 3174+00 A 1 160.5 07/27/2006 3174+00 A 2 157.1 07/27/2006 3174+00 A 3 162.5 07/27/2006 3174+00 A 4 162.1 160.55 2.457 07/27/2006 3174+00 C 1 157.1 07/27/2006 3174+00 C 2 159.8 07/27/2006 3174+00 C 3 158.8 07/27/2006 3174+00 C 4 158 158.43 1.15 07/27/2006 3177+00 B 1 158.7 07/27/2006 3177+00 B 2 158.2 07/27/2006 3177+00 B 3 154.5 07/27/2006 3177+00 B 4 156.6 157 1.8921 07/27/2006 3177+00 A 1 157.4 07/27/2006 3177+00 A 2 156.3 07/27/2006 3177+00 A 3 156.4 07/27/2006 3177+00 A 4 158.4 157.13 0.9845 07/27/2006 3177+00 C 1 155.7 07/27/2006 3177+00 C 2 159.8 07/27/2006 3177+00 C 3 160.2 07/27/2006 3177+00 C 4 155.8 157.88 2.4595 07/27/2006 3180+00 B 1 159.4 07/27/2006 3180+00 B 2 157 07/27/2006 3180+00 B 3 161.1 07/27/2006 3180+00 B 4 158.3 158.95 1.7369 07/27/2006 3180+00 A 1 156.6 07/27/2006 3180+00 A 2 157.2 07/27/2006 3180+00 A 3 156.4
C-533 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3180+00 A 4 160.4 157.65 1.8646 07/27/2006 3180+00 C 1 159.6 07/27/2006 3180+00 C 2 159.8 07/27/2006 3180+00 C 3 159.2 07/27/2006 3180+00 C 4 154.6 158.3 2.4792 07/27/2006 3183+00 B 1 158.6 07/27/2006 3183+00 B 2 157 07/27/2006 3183+00 B 3 157.8 07/27/2006 3183+00 B 4 156.9 157.58 0.7932 07/27/2006 3183+00 A 1 159.7 07/27/2006 3183+00 A 2 153.2 07/27/2006 3183+00 A 3 158.5 07/27/2006 3183+00 A 4 157.4 157.2 2.8272 07/27/2006 3183+00 C 1 156.8 07/27/2006 3183+00 C 2 156.4 07/27/2006 3183+00 C 3 154.6 07/27/2006 3183+00 C 4 158.3 156.53 1.5218 07/27/2006 3186+00 B 1 157.4 07/27/2006 3186+00 B 2 156.5 07/27/2006 3186+00 B 3 157.4 07/27/2006 3186+00 B 4 161.8 158.28 2.388 07/27/2006 3186+00 A 1 155.6 07/27/2006 3186+00 A 2 156.9 07/27/2006 3186+00 A 3 158.6 07/27/2006 3186+00 A 4 157 157.03 1.2285 07/27/2006 3186+00 C 1 157.4 07/27/2006 3186+00 C 2 155.7 07/27/2006 3186+00 C 3 156.5 07/27/2006 3186+00 C 4 155 156.15 1.0344 07/27/2006 3189+00 B 1 160 07/27/2006 3189+00 B 2 158.1 07/27/2006 3189+00 B 3 156.8 07/27/2006 3189+00 B 4 161.2 159.03 1.9568 07/27/2006 3189+00 A 1 160.5 07/27/2006 3189+00 A 2 157.4 07/27/2006 3189+00 A 3 157
C-534 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3189+00 A 4 160.9 158.95 2.0339 07/27/2006 3189+00 C 1 160.8 07/27/2006 3189+00 C 2 160.3 07/27/2006 3189+00 C 3 159.1 07/27/2006 3189+00 C 4 159.3 159.88 0.8098 07/27/2006 3192+00 B 1 159.2 07/27/2006 3192+00 B 2 159.3 07/27/2006 3192+00 B 3 159.2 07/27/2006 3192+00 B 4 158.3 159 0.469 07/27/2006 3192+00 A 1 164.3 07/27/2006 3192+00 A 2 159 07/27/2006 3192+00 A 3 162.6 07/27/2006 3192+00 A 4 156.5 160.6 3.5147 07/27/2006 3192+00 C 1 159.5 07/27/2006 3192+00 C 2 156.7 07/27/2006 3192+00 C 3 158 07/27/2006 3192+00 C 4 158.8 158.25 1.2014 07/27/2006 3195+00 B 1 158.7 07/27/2006 3195+00 B 2 160.5 07/27/2006 3195+00 B 3 156.1 07/27/2006 3195+00 B 4 157.8 158.28 1.8337 07/27/2006 3195+00 A 1 159.2 07/27/2006 3195+00 A 2 156.2 07/27/2006 3195+00 A 3 156.3 07/27/2006 3195+00 A 4 159.7 157.85 1.8592 07/27/2006 3195+00 C 1 154.1 07/27/2006 3195+00 C 2 154.9 07/27/2006 3195+00 C 3 156.3 07/27/2006 3195+00 C 4 158 155.83 1.7115 07/27/2006 3198+00 B 1 158.9 07/27/2006 3198+00 B 2 154.7 07/27/2006 3198+00 B 3 158.1 07/27/2006 3198+00 B 4 160.8 158.13 2.5487 07/27/2006 3198+00 A 1 157.4 07/27/2006 3198+00 A 2 158.5 07/27/2006 3198+00 A 3 156.3
C-535 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3198+00 A 4 162.1 158.58 2.5158 07/27/2006 3198+00 C 1 157.7 07/27/2006 3198+00 C 2 159.2 07/27/2006 3198+00 C 3 152.3 07/27/2006 3198+00 C 4 157.7 156.73 3.0336 07/27/2006 3204+00 B 1 156.7 07/27/2006 3204+00 B 2 160.2 07/27/2006 3204+00 B 3 157.6 07/27/2006 3204+00 B 4 153.8 157.08 2.6399 07/27/2006 3204+00 D 1 158.6 07/27/2006 3204+00 D 2 155.4 07/27/2006 3204+00 D 3 155.3 07/27/2006 3204+00 D 4 157.8 156.78 1.678 07/27/2006 3204+00 E 1 160.2 07/27/2006 3204+00 E 2 159.7 07/27/2006 3204+00 E 3 163.8 07/27/2006 3204+00 E 4 158.8 160.63 2.1945 07/27/2006 3204+00 F 1 159 07/27/2006 3204+00 F 2 160.1 07/27/2006 3204+00 F 3 160.2 07/27/2006 3204+00 F 4 161.9 160.3 1.1972 07/27/2006 3204+00 A 1 155.1 07/27/2006 3204+00 A 2 154.6 07/27/2006 3204+00 A 3 160.2 07/27/2006 3204+00 A 4 159.1 157.25 2.8148 07/27/2006 3204+00 C 1 156.8 07/27/2006 3204+00 C 2 154.7 07/27/2006 3204+00 C 3 155.1 07/27/2006 3204+00 C 4 157.8 156.1 1.4537 07/27/2006 3208+00 B 1 151.6 07/27/2006 3208+00 B 2 157.1 07/27/2006 3208+00 B 3 157.6 07/27/2006 3208+00 B 4 158.8 156.28 3.1973 07/27/2006 3208+00 A 1 156.9 07/27/2006 3208+00 A 2 157.5 07/27/2006 3208+00 A 3 156.3
C-536 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3208+00 A 4 158.2 157.23 0.8139 07/27/2006 3208+00 C 1 161.7 07/27/2006 3208+00 C 2 159 07/27/2006 3208+00 C 3 162.4 07/27/2006 3208+00 C 4 159.9 160.75 1.5716 07/27/2006 3211+00 B 1 159.3 07/27/2006 3211+00 B 2 163.5 07/27/2006 3211+00 B 3 159.1 07/27/2006 3211+00 B 4 160.2 160.53 2.0402 07/27/2006 3211+00 A 1 161 07/27/2006 3211+00 A 2 155.1 07/27/2006 3211+00 A 3 158.6 07/27/2006 3211+00 A 4 161.3 159 2.8671 07/27/2006 3211+00 C 1 154.8 07/27/2006 3211+00 C 2 156.3 07/27/2006 3211+00 C 3 154.9 07/27/2006 3211+00 C 4 157.7 155.93 1.3672 07/27/2006 3211+03 B 1 161.5 07/27/2006 3211+03 B 2 161.6 07/27/2006 3211+03 B 3 158.5 07/27/2006 3211+03 B 4 164.1 161.43 2.2911 07/27/2006 3219+12 B 1 159.4 07/27/2006 3219+12 B 2 161.6 07/27/2006 3219+12 B 3 163.8 07/27/2006 3219+12 B 4 152.9 159.43 4.7063 07/27/2006 3219+14 B 1 162.5 07/27/2006 3219+14 B 2 162.6 07/27/2006 3219+14 B 3 161.6 07/27/2006 3219+14 B 4 154.2 160.23 4.0418 07/27/2006 3219+14 A 1 151 07/27/2006 3219+14 A 2 148.5 07/27/2006 3219+14 A 3 155.3 07/27/2006 3219+14 A 4 153.4 152.05 2.949 07/27/2006 3219+14 C 1 154.6 07/27/2006 3219+14 C 2 162.1 07/27/2006 3219+14 C 3 151.5
C-537 Table 237. Density meas. by Pavetracker 10232 â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3219+14 C 4 157.6 156.45 4.5155
C-538 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2751+00 A 1 152.7 07/25/2006 2751+00 A 2 150.1 07/25/2006 2751+00 A 3 145.7 07/25/2006 2751+00 A 4 148 149.13 2.9848 07/25/2006 2751+00 B 1 149 07/25/2006 2751+00 B 2 158.6 07/25/2006 2751+00 B 3 157 07/25/2006 2751+00 B 4 158 155.65 4.4822 07/25/2006 2751+00 C 1 148.9 07/25/2006 2751+00 C 2 152.6 07/25/2006 2751+00 C 3 149.4 07/25/2006 2751+00 C 4 141.1 148 4.8833 07/25/2006 2753+00 A 1 150.4 07/25/2006 2753+00 A 2 144.5 07/25/2006 2753+00 A 3 147.1 07/25/2006 2753+00 A 4 143.7 146.43 3.0215 07/25/2006 2753+00 B 1 143.3 07/25/2006 2753+00 B 2 142.1 07/25/2006 2753+00 B 3 148.7 07/25/2006 2753+00 B 4 147.2 145.33 3.1309 07/25/2006 2753+00 C 1 146.3 07/25/2006 2753+00 C 2 142.3 07/25/2006 2753+00 C 3 144.8 07/25/2006 2753+00 C 4 146 144.85 1.8193 07/25/2006 2755+00 A 1 143.3 07/25/2006 2755+00 A 2 149.8 07/25/2006 2755+00 A 3 150.4 07/25/2006 2755+00 A 4 152 148.88 3.8309 07/25/2006 2755+00 B 1 142.6 07/25/2006 2755+00 B 2 153.9 07/25/2006 2755+00 B 3 146 07/25/2006 2755+00 B 4 150.9 148.35 5.0296 07/25/2006 2755+00 C 1 146.6 07/25/2006 2755+00 C 2 149.9 07/25/2006 2755+00 C 3 158.7 07/25/2006 2755+00 C 4 153.5 152.18 5.1829 07/25/2006 2756+00 A 1 145.6
C-539 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2756+00 A 2 134.7 07/25/2006 2756+00 A 3 131.8 07/25/2006 2756+00 A 4 150.9 140.75 9.0046 07/25/2006 2756+00 B 1 136.2 07/25/2006 2756+00 B 2 149.3 07/25/2006 2756+00 B 3 146.5 07/25/2006 2756+00 B 4 149.4 145.35 6.2463 07/25/2006 2756+00 C 1 146.4 07/25/2006 2756+00 C 2 144.8 07/25/2006 2756+00 C 3 141.6 07/25/2006 2756+00 C 4 146.4 144.8 2.2627 07/25/2006 2757+00 A 1 147.1 07/25/2006 2757+00 A 2 143.9 07/25/2006 2757+00 A 3 145.2 07/25/2006 2757+00 A 4 143.8 145 1.5384 07/25/2006 2757+00 B 1 147 07/25/2006 2757+00 B 2 142.6 07/25/2006 2757+00 B 3 144.1 07/25/2006 2757+00 B 4 151 146.18 3.699 07/25/2006 2757+00 C 1 142.3 07/25/2006 2757+00 C 2 142.5 07/25/2006 2757+00 C 3 143.5 07/25/2006 2757+00 C 4 131.7 140 5.5582 07/25/2006 2760+00 A 1 143.7 07/25/2006 2760+00 A 2 131.2 07/25/2006 2760+00 A 3 146.6 07/25/2006 2760+00 A 4 147.4 142.23 7.5199 07/25/2006 2760+00 B 1 138.7 07/25/2006 2760+00 B 2 132.8 07/25/2006 2760+00 B 3 143.8 07/25/2006 2760+00 B 4 149.6 141.23 7.1677 07/25/2006 2760+00 C 1 146.7 07/25/2006 2760+00 C 2 142 07/25/2006 2760+00 C 3 138.6 07/25/2006 2760+00 C 4 141.8 142.28 3.336
C-540 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 2762+00 A 1 151.2 07/25/2006 2762+00 A 2 137.6 07/25/2006 2762+00 A 3 151.2 07/25/2006 2762+00 A 4 149.6 147.4 6.5767 07/25/2006 2762+00 B 1 148.3 07/25/2006 2762+00 B 2 133.9 07/25/2006 2762+00 B 3 146.4 07/25/2006 2762+00 B 4 146.4 143.75 6.6275 07/25/2006 2762+00 C 1 140.7 07/25/2006 2762+00 C 2 149.9 07/25/2006 2762+00 C 3 141.1 07/25/2006 2762+00 C 4 143.8 143.88 4.2461 07/25/2006 2763+00 A 1 140.5 07/25/2006 2763+00 A 2 147.6 07/25/2006 2763+00 A 3 131.7 07/25/2006 2763+00 A 4 134.3 138.53 7.0873 07/25/2006 2763+00 B 1 145.9 07/25/2006 2763+00 B 2 143.6 07/25/2006 2763+00 B 3 144.3 07/25/2006 2763+00 B 4 134.7 142.13 5.0427 07/25/2006 2763+00 C 1 138.3 07/25/2006 2763+00 C 2 145.8 07/25/2006 2763+00 C 3 139.3 07/25/2006 2763+00 C 4 141.3 141.18 3.326 07/25/2006 3115+80 C 1 152.6 07/25/2006 3115+80 C 2 152.4 07/25/2006 3115+80 C 3 151.4 07/25/2006 3115+80 C 4 151.1 151.88 0.7365 07/25/2006 3115+85 B 1 156 07/25/2006 3115+85 B 2 155.7 07/25/2006 3115+85 B 3 155.8 07/25/2006 3115+85 B 4 154.5 155.5 0.6782 07/25/2006 3115+89 A 1 153.1 07/25/2006 3115+89 A 2 149.2 07/25/2006 3115+89 A 3 154.6 07/25/2006 3115+89 A 4 151.9 152.2 2.2847
C-541 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3122+00 A 1 149.2 07/25/2006 3122+00 A 2 150 07/25/2006 3122+00 A 3 148.2 07/25/2006 3122+00 A 4 145.3 148.18 2.0532 07/25/2006 3122+00 C 1 153.2 07/25/2006 3122+00 C 2 154.6 07/25/2006 3122+00 C 3 152.3 07/25/2006 3122+00 C 4 151.2 152.83 1.4385 07/25/2006 3131+76 A 1 149.3 07/25/2006 3131+76 A 2 152.1 07/25/2006 3131+76 A 3 148.6 07/25/2006 3131+76 A 4 152 150.5 1.8129 07/25/2006 3131+80 B 1 155.8 07/25/2006 3131+80 B 2 154.1 07/25/2006 3131+80 B 3 156.5 07/25/2006 3131+80 B 4 155.2 155.4 1.0165 07/25/2006 3131+84 C 1 152.6 07/25/2006 3131+84 C 2 156.3 07/25/2006 3131+84 C 3 151.4 07/25/2006 3131+84 C 4 154.6 153.73 2.1654 07/25/2006 3134+40 A 1 149.1 07/25/2006 3134+40 A 2 145.2 07/25/2006 3134+40 A 3 148.2 07/25/2006 3134+40 A 4 154.1 149.15 3.6973 07/25/2006 3134+40 C 1 157.2 07/25/2006 3134+40 C 2 157.7 07/25/2006 3134+40 C 3 157.1 07/25/2006 3134+40 C 4 156.1 157.03 0.6702 07/25/2006 3142+00 A 1 151.8 07/25/2006 3142+00 A 2 153.6 07/25/2006 3142+00 A 3 150.8 07/25/2006 3142+00 A 4 144.2 150.1 4.1004 07/25/2006 3142+00 D 1 149.9 07/25/2006 3142+00 D 2 153.3 07/25/2006 3142+00 D 3 146.6 07/25/2006 3142+00 D 4 151.8 150.4 2.8902
C-542 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3142+00 E 1 153.9 07/25/2006 3142+00 E 2 155.1 07/25/2006 3142+00 E 3 155.2 07/25/2006 3142+00 E 4 149.3 153.38 2.7801 07/25/2006 3142+00 F 1 152.2 07/25/2006 3142+00 F 2 154.6 07/25/2006 3142+00 F 3 155.4 07/25/2006 3142+00 F 4 155.8 154.5 1.6125 07/25/2006 3142+00 G 1 151.8 07/25/2006 3142+00 G 2 150.2 07/25/2006 3142+00 G 3 149.3 07/25/2006 3142+00 G 4 151.4 150.68 1.1413 07/25/2006 3142+00 B 1 154.7 07/25/2006 3142+00 B 2 154.6 07/25/2006 3142+00 B 3 151.9 07/25/2006 3142+00 B 4 154.5 153.93 1.3525 07/25/2006 3142+00 C 1 150.4 07/25/2006 3142+00 C 2 154 07/25/2006 3142+00 C 3 149.6 07/25/2006 3142+00 C 4 147.4 150.35 2.7441 07/25/2006 3165+00 A 1 150.8 07/25/2006 3165+00 A 2 152.4 07/25/2006 3165+00 A 3 151.4 07/25/2006 3165+00 A 4 154.4 152.25 1.578 07/25/2006 3165+00 C 1 152.1 07/25/2006 3165+00 C 2 153.7 07/25/2006 3165+00 C 3 152.3 07/25/2006 3165+00 C 4 152.9 152.75 0.7188 07/25/2006 3170+00 B 1 151.5 07/25/2006 3170+00 B 2 150.8 07/25/2006 3170+00 B 3 153.8 07/25/2006 3170+00 B 4 149 151.28 1.9856 07/25/2006 3170+00 A 1 148 07/25/2006 3170+00 A 2 143.3 07/25/2006 3170+00 A 3 147.5 07/25/2006 3170+00 A 4 152.4 147.8 3.7211
C-543 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3170+00 D 1 149 07/25/2006 3170+00 D 2 150.3 07/25/2006 3170+00 D 3 152.7 07/25/2006 3170+00 D 4 147.9 149.98 2.0646 07/25/2006 3170+00 E 1 155 07/25/2006 3170+00 E 2 151.4 07/25/2006 3170+00 E 3 154.4 07/25/2006 3170+00 E 4 150.2 152.75 2.3173 07/25/2006 3170+00 F 1 154.3 07/25/2006 3170+00 F 2 149.8 07/25/2006 3170+00 F 3 151.2 07/25/2006 3170+00 F 4 151.7 151.75 1.8806 07/25/2006 3170+00 G 1 150.1 07/25/2006 3170+00 G 2 150.6 07/25/2006 3170+00 G 3 150 07/25/2006 3170+00 G 4 152.6 150.83 1.2121 07/25/2006 3170+00 H 1 149.3 07/25/2006 3170+00 H 2 149 07/25/2006 3170+00 H 3 149.6 07/25/2006 3170+00 H 4 150.3 149.55 0.5568 07/25/2006 3170+00 C 1 146.5 07/25/2006 3170+00 C 2 150.2 07/25/2006 3170+00 C 3 146.2 07/25/2006 3170+00 C 4 140.5 145.85 4.0037 07/25/2006 3112+87 A 1 153.8 07/25/2006 3112+87 A 2 157.5 07/25/2006 3112+87 A 3 156.8 07/25/2006 3112+87 A 4 156.8 156.23 1.65 07/25/2006 3112+97 B 1 156 07/25/2006 3112+97 B 2 156.8 07/25/2006 3112+97 B 3 156.3 07/25/2006 3112+97 B 4 158 156.78 0.8808 07/25/2006 3113+09 C 1 157.3 07/25/2006 3113+09 C 2 157.5 07/25/2006 3113+09 C 3 157.9 07/25/2006 3113+09 C 4 153.8 156.63 1.8998
C-544 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3122+00 A 1 143.8 07/25/2006 3122+00 A 2 146.1 07/25/2006 3122+00 A 3 149.7 07/25/2006 3122+00 A 4 148.8 147.1 2.6796 07/25/2006 3122+00 C 1 153.5 07/25/2006 3122+00 C 2 154.1 07/25/2006 3122+00 C 3 156.4 07/25/2006 3122+00 C 4 150.6 153.65 2.3868 07/25/2006 3134+40 C 1 156.2 07/25/2006 3134+40 C 2 157.3 07/25/2006 3134+40 C 3 158 07/25/2006 3134+40 C 4 155.8 156.83 1.0079 07/25/2006 3134+53 B 1 156.8 07/25/2006 3134+53 B 2 154.2 07/25/2006 3134+53 B 3 156.1 07/25/2006 3134+53 B 4 154.5 155.4 1.2517 07/25/2006 3134+67 A 1 154.7 07/25/2006 3134+67 A 2 154.4 07/25/2006 3134+67 A 3 155 07/25/2006 3134+67 A 4 155 154.78 0.2872 07/25/2006 3142+00 B 1 157.8 07/25/2006 3142+00 B 2 157.9 07/25/2006 3142+00 B 3 155 07/25/2006 3142+00 B 4 158.5 157.3 1.5642 07/25/2006 3142+00 D 1 155.7 07/25/2006 3142+00 D 2 154.7 07/25/2006 3142+00 D 3 153.7 07/25/2006 3142+00 D 4 156.5 155.15 1.2152 07/25/2006 3142+00 E 1 156.2 07/25/2006 3142+00 E 2 156.2 07/25/2006 3142+00 E 3 156.2 07/25/2006 3142+00 E 4 154.4 155.75 0.9 07/25/2006 3142+00 F 1 155.6 07/25/2006 3142+00 F 2 161.2 07/25/2006 3142+00 F 3 157.5 07/25/2006 3142+00 F 4 161 158.83 2.7403
C-545 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3142+00 G 1 157.2 07/25/2006 3142+00 G 2 162.5 07/25/2006 3142+00 G 3 153 07/25/2006 3142+00 G 4 157.6 157.58 3.8871 07/25/2006 3142+00 A 1 148.1 07/25/2006 3142+00 A 2 141.5 07/25/2006 3142+00 A 3 151.1 07/25/2006 3142+00 A 4 157.3 149.5 6.5666 07/25/2006 3142+00 C 1 155.9 07/25/2006 3142+00 C 2 156.3 07/25/2006 3142+00 C 3 157.8 07/25/2006 3142+00 C 4 153 155.75 2.0075 07/25/2006 3150+89 B 1 158.7 07/25/2006 3150+89 B 2 156.9 07/25/2006 3150+89 B 3 158.4 07/25/2006 3150+89 B 4 158.4 158.1 0.8124 07/25/2006 3150+98 B 1 154.6 07/25/2006 3150+98 B 2 155.7 07/25/2006 3150+98 B 3 154.4 07/25/2006 3150+98 B 4 159.4 156.03 2.3215 07/25/2006 3151+02 A 1 154.7 07/25/2006 3151+02 A 2 152.4 07/25/2006 3151+02 A 3 157.9 07/25/2006 3151+02 A 4 158 155.75 2.7086 07/25/2006 3151+09 C 1 157.8 07/25/2006 3151+09 C 2 157.4 07/25/2006 3151+09 C 3 153.2 07/25/2006 3151+09 C 4 152 155.1 2.9326 07/25/2006 3158+01 A 1 152.4 07/25/2006 3158+01 A 2 153.9 07/25/2006 3158+01 A 3 153.2 07/25/2006 3158+01 A 4 157.9 154.35 2.4447 07/25/2006 3158+11 B 1 159.4 07/25/2006 3158+11 B 2 157.8 07/25/2006 3158+11 B 3 160.1 07/25/2006 3158+11 B 4 153.2 157.63 3.1031
C-546 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/25/2006 3158+19 C 1 152.1 07/25/2006 3158+19 C 2 154.8 07/25/2006 3158+19 C 3 152.6 07/25/2006 3158+19 C 4 149.9 152.35 2.0108 07/25/2006 3161+32 C 1 155.3 07/25/2006 3161+32 C 2 156 07/25/2006 3161+32 C 3 156.4 07/25/2006 3161+32 C 4 151.2 154.73 2.3936 07/25/2006 3161+33 A 1 157.3 07/25/2006 3161+33 A 2 157.6 07/25/2006 3161+33 A 3 149.1 07/25/2006 3161+33 A 4 150.8 153.7 4.3871 07/25/2006 3161+43 B 1 156.7 07/25/2006 3161+43 B 2 154.3 07/25/2006 3161+43 B 3 155.1 07/25/2006 3161+43 B 4 150.6 154.18 2.5838 07/25/2006 3161+80 C 1 158.4 07/25/2006 3161+80 C 2 157.1 07/25/2006 3161+80 C 3 158.3 07/25/2006 3161+80 C 4 153.8 156.9 2.1494 07/25/2006 3161+90 A 1 161.1 07/25/2006 3161+90 A 2 157.4 07/25/2006 3161+90 A 3 156.2 07/25/2006 3161+90 A 4 160 158.68 2.2648 07/26/2006 2760+00 A 1 140.1 07/26/2006 2760+00 A 2 139.8 07/26/2006 2760+00 A 3 137.9 07/26/2006 2760+00 A 4 147.2 141.25 4.0845 07/26/2006 2760+00 B 1 149.6 07/26/2006 2760+00 B 2 144.3 07/26/2006 2760+00 B 3 147.1 07/26/2006 2760+00 B 4 146.5 146.88 2.1793 07/26/2006 2760+00 C 1 146.1 07/26/2006 2760+00 C 2 142.4 07/26/2006 2760+00 C 3 137.2 07/26/2006 2760+00 C 4 145.5 142.8 4.0702
C-547 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/26/2006 2762+00 A 1 152.2 07/26/2006 2762+00 A 2 137.1 07/26/2006 2762+00 A 3 150.3 07/26/2006 2762+00 A 4 148.8 147.1 6.8103 07/26/2006 2762+00 B 1 150.4 07/26/2006 2762+00 B 2 140.8 07/26/2006 2762+00 B 3 151.9 07/26/2006 2762+00 B 4 148.2 147.83 4.9237 07/26/2006 2762+00 C 1 144.6 07/26/2006 2762+00 C 2 148.2 07/26/2006 2762+00 C 3 135.8 07/26/2006 2762+00 C 4 143.6 143.05 5.2214 07/26/2006 2763+00 A 1 147.7 07/26/2006 2763+00 A 2 152.6 07/26/2006 2763+00 A 3 153.6 07/26/2006 2763+00 A 4 129 145.73 11.444 07/26/2006 2763+00 B 1 143.1 07/26/2006 2763+00 B 2 145.7 07/26/2006 2763+00 B 3 147.3 07/26/2006 2763+00 B 4 153.1 147.3 4.2364 07/26/2006 2763+00 C 1 138.7 07/26/2006 2763+00 C 2 142.3 07/26/2006 2763+00 C 3 132.5 07/26/2006 2763+00 C 4 145.5 139.75 5.5746 07/27/2006 3146+92 A 1 147.8 07/27/2006 3146+92 A 2 152 07/27/2006 3146+92 A 3 152.1 07/27/2006 3146+92 A 4 150.4 150.58 2.0073 07/27/2006 3146+94 B 1 149.5 07/27/2006 3146+94 B 2 147.2 07/27/2006 3146+94 B 3 145.9 07/27/2006 3146+94 B 4 145.4 147 1.8312 07/27/2006 3147+00 A 1 150.6 07/27/2006 3147+00 A 2 146.9 07/27/2006 3147+00 A 3 149.6 07/27/2006 3147+00 A 4 146.5 148.4 2.0116
C-548 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3153+00 A 1 155.6 07/27/2006 3153+00 A 2 151.2 07/27/2006 3153+00 A 4 150.1 152.85 2.6185 07/27/2006 3153+00 A 3 154.5 07/27/2006 3155+40 A 1 146.8 07/27/2006 3155+40 A 2 152.7 07/27/2006 3155+40 A 4 156 149.23 6.4572 07/27/2006 3155+40 A 3 141.4 07/27/2006 3158+00 A 1 148 07/27/2006 3158+00 A 2 152.2 07/27/2006 3158+00 A 4 147 148.43 2.5928 07/27/2006 3158+00 A 3 146.5 07/27/2006 3165+00 A 1 147.9 07/27/2006 3165+00 A 2 150.3 07/27/2006 3165+00 A 3 151.4 07/27/2006 3165+00 A 4 152.1 150.43 1.8392 07/27/2006 3165+00 C 1 145 07/27/2006 3165+00 C 2 140.7 07/27/2006 3165+00 C 3 145.7 07/27/2006 3165+00 C 4 144.8 144.05 2.2664 07/27/2006 3170+00 B 1 146 07/27/2006 3170+00 B 2 152.2 07/27/2006 3170+00 B 3 155.5 07/27/2006 3170+00 B 4 152.9 151.65 4.0253 07/27/2006 3170+00 A 1 149.7 07/27/2006 3170+00 A 2 151.2 07/27/2006 3170+00 A 3 148.8 07/27/2006 3170+00 A 4 152.7 150.6 1.7146 07/27/2006 3170+00 D 1 149 07/27/2006 3170+00 D 2 150.3 07/27/2006 3170+00 D 3 152.7 07/27/2006 3170+00 D 4 147.9 149.98 2.0646 07/27/2006 3170+00 E 1 155 07/27/2006 3170+00 E 2 151.4 07/27/2006 3170+00 E 3 154.4 07/27/2006 3170+00 E 4 150.2 152.75 2.3173
C-549 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3170+00 F 1 154.3 07/27/2006 3170+00 F 2 149.8 07/27/2006 3170+00 F 3 151.2 07/27/2006 3170+00 F 4 151.7 151.75 1.8806 07/27/2006 3170+00 C 1 146.5 07/27/2006 3170+00 C 2 150.2 07/27/2006 3170+00 C 3 146.2 07/27/2006 3170+00 C 4 140.5 145.85 4.0037 07/27/2006 3171+00 B 1 155.2 07/27/2006 3171+00 B 2 157.5 07/27/2006 3171+00 B 3 156.3 07/27/2006 3171+00 B 4 153.7 155.68 1.6174 07/27/2006 3171+00 A 1 158.6 07/27/2006 3171+00 A 2 154.5 07/27/2006 3171+00 A 3 156.9 07/27/2006 3171+00 A 4 161.9 157.98 3.1106 07/27/2006 3171+00 C 1 156 07/27/2006 3171+00 C 2 155.5 07/27/2006 3171+00 C 3 155.5 07/27/2006 3171+00 C 4 158.4 156.35 1.3868 07/27/2006 3174+00 B 1 160.3 07/27/2006 3174+00 B 2 157.5 07/27/2006 3174+00 B 3 160.6 07/27/2006 3174+00 B 4 161.1 159.88 1.6174 07/27/2006 3174+00 A 1 162.9 07/27/2006 3174+00 A 2 158.4 07/27/2006 3174+00 A 3 156.9 07/27/2006 3174+00 A 4 159.9 159.53 2.5617 07/27/2006 3174+00 C 1 155.3 07/27/2006 3174+00 C 2 160 07/27/2006 3174+00 C 3 156 07/27/2006 3174+00 C 4 155.9 156.8 2.1556 07/27/2006 3177+00 B 1 157 07/27/2006 3177+00 B 2 161.7 07/27/2006 3177+00 B 3 157.2 07/27/2006 3177+00 B 4 157.8 158.43 2.2096
C-550 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3177+00 A 1 159.1 07/27/2006 3177+00 A 2 156.1 07/27/2006 3177+00 A 3 157.2 07/27/2006 3177+00 A 4 160.8 158.3 2.0769 07/27/2006 3177+00 C 1 157.2 07/27/2006 3177+00 C 2 157.5 07/27/2006 3177+00 C 3 157.8 07/27/2006 3177+00 C 4 152.4 156.23 2.5617 07/27/2006 3180+00 B 1 158.5 07/27/2006 3180+00 B 2 158.2 07/27/2006 3180+00 B 3 159.2 07/27/2006 3180+00 B 4 155.7 157.9 1.5253 07/27/2006 3180+00 A 1 158.2 07/27/2006 3180+00 A 2 159.1 07/27/2006 3180+00 A 3 160.2 07/27/2006 3180+00 A 4 160.8 159.58 1.1558 07/27/2006 3180+00 C 1 155.9 07/27/2006 3180+00 C 2 115.7 07/27/2006 3180+00 C 3 155.4 07/27/2006 3180+00 C 4 152.9 144.98 19.561 07/27/2006 3183+00 B 1 156.4 07/27/2006 3183+00 B 2 154.9 07/27/2006 3183+00 B 3 156.7 07/27/2006 3183+00 B 4 154.7 155.68 1.021 07/27/2006 3183+00 A 1 159.6 07/27/2006 3183+00 A 2 156.7 07/27/2006 3183+00 A 3 158.5 07/27/2006 3183+00 A 4 150.5 156.33 4.0631 07/27/2006 3183+00 C 1 155.3 07/27/2006 3183+00 C 2 155.7 07/27/2006 3183+00 C 3 157.3 07/27/2006 3183+00 C 4 152 155.08 2.2247 07/27/2006 3186+00 B 1 155.4 07/27/2006 3186+00 B 2 154.8 07/27/2006 3186+00 B 3 153.4 07/27/2006 3186+00 B 4 158.8 155.6 2.292
C-551 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3186+00 A 1 157.6 07/27/2006 3186+00 A 2 156.9 07/27/2006 3186+00 A 3 156.6 07/27/2006 3186+00 A 4 158.8 157.48 0.9777 07/27/2006 3186+00 C 1 159.5 07/27/2006 3186+00 C 2 154.8 07/27/2006 3186+00 C 3 1553 07/27/2006 3186+00 C 4 156.3 505.9 698.07 07/27/2006 3189+00 B 1 159.7 07/27/2006 3189+00 B 2 157.5 07/27/2006 3189+00 B 3 156.3 07/27/2006 3189+00 B 4 156.5 157.5 1.5578 07/27/2006 3189+00 A 1 157.9 07/27/2006 3189+00 A 2 156.6 07/27/2006 3189+00 A 3 158.6 07/27/2006 3189+00 A 4 159.4 158.13 1.1871 07/27/2006 3189+00 C 1 158 07/27/2006 3189+00 C 2 156.1 07/27/2006 3189+00 C 3 155.9 07/27/2006 3189+00 C 4 157.4 156.85 1.0149 07/27/2006 3192+00 B 1 156.7 07/27/2006 3192+00 B 2 155.5 07/27/2006 3192+00 B 3 154.3 07/27/2006 3192+00 B 4 155.7 155.55 0.9849 07/27/2006 3192+00 A 1 161 07/27/2006 3192+00 A 2 161.7 07/27/2006 3192+00 A 3 158.6 07/27/2006 3192+00 A 4 158.3 159.9 1.7029 07/27/2006 3192+00 C 1 156 07/27/2006 3192+00 C 2 158.8 07/27/2006 3192+00 C 3 156.5 07/27/2006 3192+00 C 4 158.2 157.38 1.3376 07/27/2006 3195+00 B 1 159 07/27/2006 3195+00 B 2 157.6 07/27/2006 3195+00 B 3 156.7 07/27/2006 3195+00 B 4 157.6 157.73 0.95
C-552 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3195+00 A 1 158.6 07/27/2006 3195+00 A 2 153.8 07/27/2006 3195+00 A 3 155.4 07/27/2006 3195+00 A 4 157.4 156.3 2.126 07/27/2006 3195+00 C 1 153.7 07/27/2006 3195+00 C 2 154.4 07/27/2006 3195+00 C 3 154 07/27/2006 3195+00 C 4 157.9 155 1.9545 07/27/2006 3198+00 B 1 160.3 07/27/2006 3198+00 B 2 156.3 07/27/2006 3198+00 B 3 155.4 07/27/2006 3198+00 B 4 155 156.75 2.4283 07/27/2006 3198+00 A 1 155.5 07/27/2006 3198+00 A 2 157.5 07/27/2006 3198+00 A 3 155.7 07/27/2006 3198+00 A 4 149.5 154.55 3.4847 07/27/2006 3198+00 C 1 156 07/27/2006 3198+00 C 2 153 07/27/2006 3198+00 C 3 149.1 07/27/2006 3198+00 C 4 154.1 153.05 2.9103 07/27/2006 3204+00 B 1 156.2 07/27/2006 3204+00 B 2 158.8 07/27/2006 3204+00 B 3 158.2 07/27/2006 3204+00 B 4 154.5 156.93 1.9619 07/27/2006 3204+00 D 1 152.6 07/27/2006 3204+00 D 2 153.3 07/27/2006 3204+00 D 3 157.1 07/27/2006 3204+00 D 4 160 155.75 3.4549 07/27/2006 3204+00 E 1 160.7 07/27/2006 3204+00 E 2 161.1 07/27/2006 3204+00 E 3 159.1 07/27/2006 3204+00 E 4 160.8 160.43 0.8995 07/27/2006 3204+00 F 1 160.8 07/27/2006 3204+00 F 2 155.6 07/27/2006 3204+00 F 3 156.5 07/27/2006 3204+00 F 4 158.4 157.83 2.3013
C-553 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3204+00 A 1 157.8 07/27/2006 3204+00 A 2 156 07/27/2006 3204+00 A 3 159.5 07/27/2006 3204+00 A 4 158.6 157.98 1.4886 07/27/2006 3204+00 C 1 156.6 07/27/2006 3204+00 C 2 154.6 07/27/2006 3204+00 C 3 157.5 07/27/2006 3204+00 C 4 157.3 156.5 1.3241 07/27/2006 3208+00 B 1 151.8 07/27/2006 3208+00 B 2 157.3 07/27/2006 3208+00 B 3 157.2 07/27/2006 3208+00 B 4 156 155.58 2.5851 07/27/2006 3208+00 A 1 155.1 07/27/2006 3208+00 A 2 154.3 07/27/2006 3208+00 A 3 156.4 07/27/2006 3208+00 A 4 156.4 155.55 1.0344 07/27/2006 3208+00 C 1 158.6 07/27/2006 3208+00 C 2 155.6 07/27/2006 3208+00 C 3 160.4 07/27/2006 3208+00 C 4 155.1 157.43 2.5145 07/27/2006 3211+00 B 1 159.7 07/27/2006 3211+00 B 2 159.3 07/27/2006 3211+00 B 3 161.9 07/27/2006 3211+00 B 4 159.2 160.03 1.2685 07/27/2006 3211+00 A 1 159.2 07/27/2006 3211+00 A 2 153.9 07/27/2006 3211+00 A 3 158 07/27/2006 3211+00 A 4 159.4 157.63 2.5591 07/27/2006 3211+00 C 1 153.4 07/27/2006 3211+00 C 2 155.8 07/27/2006 3211+00 C 3 150.6 07/27/2006 3211+00 C 4 158.1 154.48 3.218 07/27/2006 3211+03 B 1 162.2 07/27/2006 3211+03 B 2 157.1 07/27/2006 3211+03 B 3 159.4 07/27/2006 3211+03 B 4 158.6 159.33 2.1407
C-554 Table 238. Density meas. by Pavetracker 10233â Non-nuclear Gage on I-75, MI, pcf Continued Test Date Station Point Trial # Density Average Std Dev 07/27/2006 3219+12 B 1 161.4 07/27/2006 3219+12 B 2 160.8 07/27/2006 3219+12 B 3 158.3 07/27/2006 3219+12 B 4 150.7 157.8 4.92 07/27/2006 3219+14 B 1 162.9 07/27/2006 3219+14 B 2 158 07/27/2006 3219+14 B 3 162.4 07/27/2006 3219+14 B 4 153.7 159.25 4.3054 07/27/2006 3219+14 A 1 153.4 07/27/2006 3219+14 A 2 148 07/27/2006 3219+14 A 3 151.4 07/27/2006 3219+14 A 4 153.3 151.53 2.5237 07/27/2006 3219+14 C 1 154 07/27/2006 3219+14 C 2 155.7 07/27/2006 3219+14 C 3 147.3 07/27/2006 3219+14 C 4 156.6 153.4 4.2071
C-555 Table 239. Modulus measured by PSPA on I-75, MI, ksi Test Date Station Point Trial # Modulus Average 07/26/2006 2751+00 A 110° 882 07/26/2006 2751+00 A 1190° 631 07/26/2006 2751+00 A 2180° 710 741 07/26/2006 2751+00 B 110° 785 07/26/2006 2751+00 B 1190° 856 07/26/2006 2751+00 B 2180° 773 804 07/26/2006 2751+00 C 110° 656 07/26/2006 2751+00 C 1190° 747 07/26/2006 2751+00 C 2180° 715 706 07/26/2006 2753+00 A 110° 739 07/26/2006 2753+00 A 1190° 626 07/26/2006 2753+00 A 2180° 798 721 07/26/2006 2753+00 B 110° 682 07/26/2006 2753+00 B 1190° 706 07/26/2006 2753+00 B 2180° 755 714 07/26/2006 2753+00 C 110° 562 07/26/2006 2753+00 C 1190° 630 07/26/2006 2753+00 C 2180° 734 642 07/26/2006 2755+00 A 110° 778 07/26/2006 2755+00 A 1190° 739 07/26/2006 2755+00 A 2180° 833 783 07/26/2006 2755+00 B 110° 687 07/26/2006 2755+00 B 1190° 801 07/26/2006 2755+00 B 2180° 690 726 07/26/2006 2755+00 C 110° 746 07/26/2006 2755+00 C 1190° 693 07/26/2006 2755+00 C 2180° 737 725 07/26/2006 2756+00 A 110° 602 07/26/2006 2756+00 A 1190° 754 07/26/2006 2756+00 A 2180° 754 703 07/26/2006 2756+00 B 110° 864 07/26/2006 2756+00 B 1190° 780 07/26/2006 2756+00 B 2180° 751 798 07/26/2006 2756+00 C 110° 670 07/26/2006 2756+00 C 1190° 569 07/26/2006 2756+00 C 2180° 573 604 07/26/2006 2757+00 A 110° 644
C-556 8 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/26/2006 2757+00 A 1190° 604 07/26/2006 2757+00 A 2180° 604 617 07/26/2006 2757+00 B 110° 693 07/26/2006 2757+00 B 1190° 559 07/26/2006 2757+00 B 2180° 591 615 07/26/2006 2757+00 C 110° 658 07/26/2006 2757+00 C 1190° 706 07/26/2006 2757+00 C 2180° 681 682 07/26/2006 2760+00 A 110° 792 07/26/2006 2760+00 A 1190° 661 07/26/2006 2760+00 A 2180° 732 728 07/26/2006 2760+00 B 110° 697 07/26/2006 2760+00 B 1190° 668 07/26/2006 2760+00 B 2180° 722 695 07/26/2006 2760+00 C 110° 629 07/26/2006 2760+00 C 1190° 545 07/26/2006 2760+00 C 2180° 620 598 07/26/2006 2762+00 A 110° 663 07/26/2006 2762+00 A 1190° 738 07/26/2006 2762+00 A 2180° 637 680 07/26/2006 2762+00 B 110° 682 07/26/2006 2762+00 B 1190° 761 07/26/2006 2762+00 B 2180° 587 676 07/26/2006 2762+00 C 110° 716 07/26/2006 2762+00 C 1190° 738 07/26/2006 2762+00 C 2180° 645 700 07/26/2006 2763+00 A 110° 545 07/26/2006 2763+00 A 1190° 718 07/26/2006 2763+00 A 2180° 575 613 07/26/2006 2763+00 B 110° 736 07/26/2006 2763+00 B 1190° 776 07/26/2006 2763+00 B 2180° 712 742 07/26/2006 2763+00 C 110° 661 07/26/2006 2763+00 C 1190° 669 07/26/2006 2763+00 C 2180° 692 674
C-557 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3112+87 A 110° 512 07/27/2006 3112+87 A 1190° 655 07/27/2006 3112+87 A 2180° 429 532 07/27/2006 3112+97 B 110° 644 07/27/2006 3112+97 B 1190° 607 07/27/2006 3112+97 B 2180° 668 639 07/27/2006 3113+09 C 110° 673 07/27/2006 3113+09 C 1190° 575 07/27/2006 3113+09 C 2180° 525 591 07/27/2006 3115+80 C 110° 485 07/27/2006 3115+80 C 1190° 481 07/27/2006 3115+80 C 2180° 635 534 07/27/2006 3115+85 B 110° 536 07/27/2006 3115+85 B 1190° 657 07/27/2006 3115+85 B 2180° 577 590 07/27/2006 3115+89 A 110° 415 07/27/2006 3115+89 A 1190° 569 07/27/2006 3115+89 A 2180° 455 480 07/27/2006 3122+00 C 110° 581 07/27/2006 3122+00 C 1190° 715 07/27/2006 3122+00 C 2180° 782 693 07/27/2006 3122+00 A 110° 644 07/27/2006 3122+00 A 1190° 536 07/27/2006 3122+00 A 2180° 493 557 07/27/2006 3122+00 C 110° 536 07/27/2006 3122+00 C 1190° 726 07/27/2006 3122+00 C 2180° 676 646 07/27/2006 3131+76 A 110° 590 07/27/2006 3131+76 A 1190° 750 07/27/2006 3131+76 A 2180° 711 684 07/27/2006 3131+80 B 110° 751 07/27/2006 3131+80 B 1190° 540 07/27/2006 3131+80 B 2180° 713 668 07/27/2006 3134+40 C 110° 526 07/27/2006 3134+40 C 1190° 598 07/27/2006 3134+40 C 2180° 630 585
C-558 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3134+40 A 110° 642 07/27/2006 3134+40 A 1190° 588 07/27/2006 3134+40 A 2180° 584 605 07/27/2006 3134+53 B 110° 664 07/27/2006 3134+53 B 1190° 725 07/27/2006 3134+53 B 2180° 678 689 07/27/2006 3134+67 A 110° 653 07/27/2006 3134+67 A 1190° 661 07/27/2006 3134+67 A 2180° 732 682 07/27/2006 3142+00 A 110° 521 07/27/2006 3142+00 A 1190° 708 07/27/2006 3142+00 A 2180° 628 619 07/27/2006 3142+00 B 110° 732 07/27/2006 3142+00 B 1190° 811 07/27/2006 3142+00 B 2180° 612 718 07/27/2006 3142+00 C 110° 527 07/27/2006 3142+00 C 1190° 570 07/27/2006 3142+00 C 2180° 615 571 07/27/2006 3142+00 A 110° 739 07/27/2006 3142+00 A 1190° 711 07/27/2006 3142+00 A 2180° 693 714 07/27/2006 3142+00 B 110° 732 07/27/2006 3142+00 B 1190° 686 07/27/2006 3142+00 B 2180° 803 740 07/27/2006 3146+94 B 110° 638 07/27/2006 3146+94 B 1190° 596 07/27/2006 3146+94 B 2180° 653 629 07/27/2006 3146+97 C 110° 689 07/27/2006 3146+97 C 1190° 706 07/27/2006 3146+97 C 2180° 806 734 07/27/2006 3147+00 A 110° 529 07/27/2006 3147+00 A 1190° 710 07/27/2006 3147+00 A 2180° 650 630 07/27/2006 3147+00 A 110° 605 07/27/2006 3147+00 A 1190° 608 07/27/2006 3147+00 A 2180° 642 618
C-559 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3150+89 B 110° 617 07/27/2006 3150+89 B 1190° 687 07/27/2006 3150+89 B 2180° 685 663 07/27/2006 3150+98 B 110° 581 07/27/2006 3150+98 B 1190° 700 07/27/2006 3150+98 B 2180° 700 660 07/27/2006 3151+02 A 110° 601 07/27/2006 3151+02 A 1190° 684 07/27/2006 3151+02 A 2180° 709 665 07/27/2006 3151+09 C 110° 791 07/27/2006 3151+09 C 1190° 655 07/27/2006 3151+09 C 2180° 594 680 07/27/2006 3153+00 A 110° 754 07/27/2006 3153+00 A 1190° 795 07/27/2006 3153+00 A 2180° 644 731 07/27/2006 3153+00 A 110° 658 07/27/2006 3153+00 A 1190° 738 07/27/2006 3153+00 A 2180° 687 694 07/27/2006 3157+00 A 110° 679 07/27/2006 3157+00 A 1190° 615 07/27/2006 3157+00 A 2180° 596 630 07/27/2006 3158+00 A 110° 634 07/27/2006 3158+00 A 1190° 533 07/27/2006 3158+00 A 2180° 641 603 07/27/2006 3158+01 A 110° 713 07/27/2006 3158+01 A 1190° 757 07/27/2006 3158+01 A 2180° 738 736 07/27/2006 3158+11 B 110° 767 07/27/2006 3158+11 B 1190° 822 07/27/2006 3158+11 B 2180° 862 817 07/27/2006 3158+19 C 110° 609 07/27/2006 3158+19 C 1190° 724 07/27/2006 3158+19 C 2180° 694 676 07/27/2006 3161+32 C 110° 571 07/27/2006 3161+32 C 1190° 696 07/27/2006 3161+32 C 2180° 650 639
C-560 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3161+33 A 110° 555 07/27/2006 3161+33 A 1190° 546 07/27/2006 3161+33 A 2180° 578 560 07/27/2006 3161+43 B 110° 543 07/27/2006 3161+43 B 1190° 666 07/27/2006 3161+43 B 2180° 612 607 07/27/2006 3161+80 C 110° 571 07/27/2006 3161+80 C 1190° 691 07/27/2006 3161+80 C 2180° 587 616 07/27/2006 3161+90 A 110° 637 07/27/2006 3161+90 A 1190° 641 07/27/2006 3161+90 A 2180° 745 674 07/27/2006 3162+00 B 110° 735 07/27/2006 3162+00 B 1190° 707 07/27/2006 3162+00 B 2180° 596 680 07/27/2006 3165+00 A 110° 817 07/27/2006 3165+00 A 1190° 729 07/27/2006 3165+00 A 2180° 682 743 07/27/2006 3165+00 C 110° 663 07/27/2006 3165+00 C 1190° 710 07/27/2006 3165+00 C 2180° 773 715 07/27/2006 3170+00 A 110° 696 07/27/2006 3170+00 A 1190° 792 07/27/2006 3170+00 A 2180° 713 734 07/27/2006 3170+00 B 110° 789 07/27/2006 3170+00 B 1190° 688 07/27/2006 3170+00 B 2180° 716 731 07/27/2006 3171+00 A 1 152 152 07/27/2006 3171+00 B 1 258 258 07/27/2006 3171+00 C 1 181 181 07/27/2006 3174+00 A 1 258 258 07/27/2006 3174+00 B 1 255 255 07/27/2006 3174+00 C 1 173 173 07/27/2006 3177+00 A 1 328 328 07/27/2006 3177+00 B 1 251 251 07/27/2006 3177+00 C 1 162 162
C-561 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3180+00 A 1 255 255 07/27/2006 3180+00 B 1 274 274 07/27/2006 3180+00 C 1 335 335 07/27/2006 3183+00 A 1 272 272 07/27/2006 3183+00 B 1 362 362 07/27/2006 3183+00 C 1 278 278 07/27/2006 3186+00 A 1 242 242 07/27/2006 3186+00 B 1 273 273 07/27/2006 3186+00 C 1 335 335 07/27/2006 3189+00 A 1 143 143 07/27/2006 3189+00 B 1 247 247 07/27/2006 3189+00 C 1 194 194 07/27/2006 3192+00 A 1 155 155 07/27/2006 3192+00 B 1 208 208 07/27/2006 3192+00 C 1 135 135 07/27/2006 3195+00 A 1 213 213 07/27/2006 3195+00 B 1 258 258 07/27/2006 3195+00 C 1 183 183 07/27/2006 3198+00 A 1 244 244 07/27/2006 3198+00 B 1 353 353 07/27/2006 3198+00 C 1 157 157 07/27/2006 3201+00 A 1 191 191 07/27/2006 3201+00 B 1 302 302 07/27/2006 3201+00 C 1 312 312 07/27/2006 3204+00 A 1 275 275 07/27/2006 3204+00 B 1 238 238 07/27/2006 3204+00 C 1 196 196 07/27/2006 3206+00 A 1 280 280 07/27/2006 3206+00 B 1 297 297 07/27/2006 3206+00 C 1 263 263 07/27/2006 3208+00 A 1 272 272 07/27/2006 3208+00 B 1 313 313 07/27/2006 3208+00 C 1 306 306 07/27/2006 3211+00 A 1 369 369 07/27/2006 3211+00 B 1 174 174 07/27/2006 3211+00 C 1 138 138
C-562 Table 240. Modulus measured by PSPA on I-75, MI, ksi Continued Test Date Station Point Trial # Modulus Average 07/27/2006 3214+00 A 1 361 361 07/27/2006 3214+00 B 1 391 391 07/27/2006 3214+00 C 1 320 320
C-563 Table 241. Density measured by NDG on I-75, MI, pcf Test Date Station Point Trial # Density 07/25/2006 3112+87 A 1 149.4 07/25/2006 3112+87 A 1 149.4 07/25/2006 3112+97 B 1 152.2 07/25/2006 3112+97 B 1 152.2 07/25/2006 3113+09 C 1 151.9 07/25/2006 3113+09 C 1 151.9 07/25/2006 3115+80 C 1 149.3 07/25/2006 3115+80 C 1 149.3 07/25/2006 3115+85 B 1 151.4 07/25/2006 3115+85 B 1 151.4 07/25/2006 3115+89 A 1 148.7 07/25/2006 3115+89 A 1 148.7 07/25/2006 3131+76 A 1 147.6 07/25/2006 3131+76 A 1 147.6 07/25/2006 3131+80 B 1 151.5 07/25/2006 3131+80 B 1 151.5 07/25/2006 3131+84 C 1 151.5 07/25/2006 3131+84 C 1 151.5 07/25/2006 3134+40 C 1 151.1 07/25/2006 3134+40 C 1 151.1 07/25/2006 3134+53 B 1 150.6 07/25/2006 3134+53 B 1 150.6 07/25/2006 3134+67 A 1 149.4 07/25/2006 3134+67 A 1 149.4 07/25/2006 3146+92 A 1 146.2 07/25/2006 3146+94 B 1 149.9 07/25/2006 3146+97 C 1 146.9 07/25/2006 3147+00 A 1 145 07/25/2006 3150+89 B 1 150.6 07/25/2006 3150+89 B 1 150.6 07/25/2006 3150+98 B 1 148.8 07/25/2006 3150+98 B 1 148.8 07/25/2006 3151+02 A 1 150.4 07/25/2006 3151+02 A 1 150.4 07/25/2006 3151+09 C 1 151.2 07/25/2006 3151+09 C 1 151.2 07/25/2006 3158+01 A 1 145.5
C-564 Table 242. Density measured by NDG on I-75, MI, pcf Continued Test Date Station Point Trial # Density 07/25/2006 3158+11 B 1 147.1 07/25/2006 3158+11 B 1 147.1 07/25/2006 3158+19 C 1 145.5 07/25/2006 3158+19 C 1 145.5 07/25/2006 3161+32 C 1 149.9 07/25/2006 3161+32 C 1 149.9 07/25/2006 3161+33 A 1 151.4 07/25/2006 3161+33 A 1 151.4 07/25/2006 3161+43 B 1 154 07/25/2006 3161+43 B 1 154 07/25/2006 3161+80 C 1 151.7 07/25/2006 3161+80 C 1 151.7 07/25/2006 3161+90 A 1 153.2 07/25/2006 3161+90 A 1 153.2 07/25/2006 3162+00 B 1 151.7 07/25/2006 3162+00 B 1 151.7 07/27/2006 3146+92 A 1 146.2 07/27/2006 3146+94 B 1 149.9 07/27/2006 3146+97 C 1 146.9 07/27/2006 3147+00 A 1 145 07/27/2006 3211+03 B 1 154.5 07/27/2006 3211+03 B 1 154.5 07/27/2006 3219+12 B 1 156.6 07/27/2006 3219+12 B 1 156.6 07/27/2006 3219+14 B 1 157.9 07/27/2006 3219+14 B 1 157.9
C-565 US-2, NORTH DAKOTA, HMA SECTIONS . East US-2 Test Sections Minot Williston Tests conducted on newly laid base and subgrade layers Tests conducted on base laid in 2005 construction year Tests conducted on newly placed AC layers 50 20 +0 0 Paving direction East Bound (towards Minot) Legend Only PaveTracker tests were conducted 50 10 +0 0 50 12 +0 0 50 16 +0 0 50 24 +0 0 50 28 +0 0 50 32 +0 0 50 40 +0 0 C B A 50 44 +0 0 50 48 +0 0 Inner Lane 50 06 +0 0 50 36 +0 0 50 20 +0 0 50 20 +0 0 50 10 +0 0 50 10 +0 0 50 12 +0 0 50 12 +0 0 50 16 +0 0 50 16 +0 0 50 24 +0 0 50 24 +0 0 50 28 +0 0 50 28 +0 0 50 32 +0 0 50 32 +0 0 50 40 +0 0 50 40 +0 0 50 44 +0 0 50 44 +0 0 50 48 +0 0 50 48 +0 0 50 06 +0 0 50 06 +0 0 50 36 +0 0 50 36 +0 0 Note: Tests conducted during paving on August 23, 2006 and also on cold pavement on August 24, 2006 after a rain event. General Layout of Test Points Along Section 1
C-566 51 34 +0 0 Paving direction East Bound (towards Minot) 51 28 +0 0 51 30 +0 0 51 32 +0 0 51 36 +0 0 51 40 +0 0 51 44 +0 0 51 52 +0 0 C B A C is 3-ft from outer edge, B is 6-ft from outer edge and A is 9 to 12-ft from outer edge Inner Lane 51 26 +0 0 51 48 +0 0 Also location for DGC 51 34 +0 0 51 34 +0 0 51 28 +0 0 51 28 +0 0 51 30 +0 0 51 30 +0 0 51 32 +0 0 51 32 +0 0 51 36 +0 0 51 36 +0 0 51 40 +0 0 51 40 +0 0 51 44 +0 0 51 44 +0 0 51 52 +0 0 51 52 +0 0 51 26 +0 0 51 26 +0 0 51 48 +0 0 51 48 +0 0 General Layout of Test Points Along Section 2 50 20 +0 0 Paving direction East Bound (towards Minot) 50 10 +0 0 50 12 +0 0 50 16 +0 0 50 24 +0 0 50 28 +0 0 50 32 +0 0 50 40 +0 0 C B A 50 44 +0 0 50 48 +0 0 Inner Lane 50 22 +6 0 50 36 +0 0 50 46 +4 0 50 58 +8 0 50 20 +0 0 50 20 +0 0 50 10 +0 0 50 10 +0 0 50 12 +0 0 50 12 +0 0 50 16 +0 0 50 16 +0 0 50 24 +0 0 50 24 +0 0 50 28 +0 0 50 28 +0 0 50 32 +0 0 50 32 +0 0 50 40 +0 0 50 40 +0 0 50 44 +0 0 50 44 +0 0 50 48 +0 0 50 48 +0 0 50 22 +6 0 50 22 +6 0 50 36 +0 0 50 36 +0 0 50 46 +4 0 50 46 +4 0 50 58 +8 0 50 58 +8 0 General Layout of Test Points along Section 3
C-567 Table 243. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-2, ND, pcf Test Date Cold/Hot Station Point Trial # Density Average Std Dev 08/23/2006 Cold 5006+00 C 1 138.8 08/23/2006 Cold 5006+00 C 2 137.9 08/23/2006 Cold 5006+00 C 3 137.8 08/23/2006 Cold 5006+00 C 4 139.2 138.43 0.685 08/23/2006 Hot 5006+00 C 1 134.4 08/23/2006 Hot 5006+00 C 2 133.6 08/23/2006 Hot 5006+00 C 3 131.8 08/23/2006 Hot 5006+00 C 4 130.5 132.58 1.7595 08/23/2006 Cold 5010+00 B 1 138.3 08/23/2006 Cold 5010+00 B 2 138.7 08/23/2006 Cold 5010+00 B 3 142.4 08/23/2006 Cold 5010+00 B 4 143.3 140.68 2.5435 08/23/2006 Hot 5010+00 B 1 135.3 08/23/2006 Hot 5010+00 B 2 136 08/23/2006 Hot 5010+00 B 3 134 08/23/2006 Hot 5010+00 B 4 135.1 135.1 0.8287 08/23/2006 Cold 5012+00 A 1 140.8 08/23/2006 Cold 5012+00 A 2 139.6 08/23/2006 Cold 5012+00 A 3 138.5 08/23/2006 Cold 5012+00 A 4 140.4 139.83 1.0145 08/23/2006 Hot 5012+00 A 1 130 08/23/2006 Hot 5012+00 A 2 130.3 08/23/2006 Hot 5012+00 A 3 132.6 08/23/2006 Hot 5012+00 A 4 131.6 131.13 1.2038 08/23/2006 Cold 5016+00 C 1 141.8 08/23/2006 Cold 5016+00 C 2 143.1 08/23/2006 Cold 5016+00 C 3 139.2 08/23/2006 Cold 5016+00 C 4 136.9 140.25 2.7598 08/23/2006 Hot 5016+00 C 1 134.2 08/23/2006 Hot 5016+00 C 2 135.5 08/23/2006 Hot 5016+00 C 3 131.6 08/23/2006 Hot 5016+00 C 4 132.9 133.55 1.6783 08/23/2006 Cold 5020+00 B 1 139.1 08/23/2006 Cold 5020+00 B 2 140.2 08/23/2006 Cold 5020+00 B 3 139.3 08/23/2006 Cold 5020+00 B 4 138.7 139.33 0.6344
C-568 Table 244. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Point Trial # Density Average Std Dev 08/23/2006 Hot 5020+00 B 1 135.5 08/23/2006 Hot 5020+00 B 2 134.5 08/23/2006 Hot 5020+00 B 3 137.2 08/23/2006 Hot 5020+00 B 4 134.7 135.48 1.2285 08/23/2006 Cold 5024+00 A 1 139 08/23/2006 Cold 5024+00 A 2 139 08/23/2006 Cold 5024+00 A 3 15.7 08/23/2006 Cold 5024+00 A 4 141.6 108.83 62.095 08/23/2006 Hot 5024+00 A 1 131.6 08/23/2006 Hot 5024+00 A 2 132.3 08/23/2006 Hot 5024+00 A 3 133.9 08/23/2006 Hot 5024+00 A 4 132.8 132.65 0.9678 08/23/2006 Cold 5028+00 C 1 150.4 08/23/2006 Cold 5028+00 C 2 141.7 08/23/2006 Cold 5028+00 C 3 140.7 08/23/2006 Cold 5028+00 C 4 143.6 144.1 4.3688 08/23/2006 Hot 5028+00 C 1 131.9 08/23/2006 Hot 5028+00 C 2 131.8 08/23/2006 Hot 5028+00 C 3 129.8 08/23/2006 Hot 5028+00 C 4 132.7 131.55 1.2342 08/23/2006 Cold 5032+00 B 1 142.1 08/23/2006 Cold 5032+00 B 2 145.4 08/23/2006 Cold 5032+00 B 3 142.6 08/23/2006 Cold 5032+00 B 4 142.5 143.15 1.5155 08/23/2006 Hot 5032+00 B 1 133.4 08/23/2006 Hot 5032+00 B 2 132 08/23/2006 Hot 5032+00 B 3 134 08/23/2006 Hot 5032+00 B 4 130.9 132.58 1.3961 08/23/2006 Cold 5036+00 A 1 138.6 08/23/2006 Cold 5036+00 A 2 139.5 08/23/2006 Cold 5036+00 A 3 141.7 08/23/2006 Cold 5036+00 A 4 134.6 138.6 2.9676 08/23/2006 Hot 5036+00 A 1 129.6 08/23/2006 Hot 5036+00 A 2 131.4 08/23/2006 Hot 5036+00 A 3 133.1 08/23/2006 Hot 5036+00 A 4 134.5 132.15 2.1205
C-569 Table 244. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Point Trial # Density Average Std Dev 08/23/2006 Cold 5040+00 C 1 133.3 08/23/2006 Cold 5040+00 C 2 142.6 08/23/2006 Cold 5040+00 C 3 141.1 08/23/2006 Cold 5040+00 C 4 143.2 140.05 4.5858 08/23/2006 Hot 5040+00 C 1 133 08/23/2006 Hot 5040+00 C 2 133 08/23/2006 Hot 5040+00 C 3 130.5 08/23/2006 Hot 5040+00 C 4 130.7 131.8 1.388 08/23/2006 Cold 5044+00 B 1 141.4 08/23/2006 Cold 5044+00 B 2 143.9 08/23/2006 Cold 5044+00 B 3 140.2 08/23/2006 Cold 5044+00 B 4 136.4 140.48 3.1234 08/23/2006 Hot 5044+00 B 1 135.7 08/23/2006 Hot 5044+00 B 2 130.2 08/23/2006 Hot 5044+00 B 3 136.1 08/23/2006 Hot 5044+00 B 4 134.1 134.03 2.6924 08/23/2006 Hot 5048+00 A 1 128.2 08/23/2006 Hot 5048+00 A 2 128 08/23/2006 Hot 5048+00 A 3 130.3 08/23/2006 Hot 5048+00 A 4 130.5 129.25 1.3329 08/23/2006 Hot 5048+00 A 1 131 08/23/2006 Hot 5048+00 A 2 133.6 08/23/2006 Hot 5048+00 A 3 133.8 08/23/2006 Hot 5048+00 A 4 134.3 133.18 1.4796
C-570 Table 245. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Test Date Cold/Hot Station Trial # Density Average Std Dev 08/23/2006 Cold 5006+00 1 140.5 08/23/2006 Cold 5006+00 2 139.1 08/23/2006 Cold 5006+00 3 137.4 08/23/2006 Cold 5006+00 4 139.5 139.13 1.292 08/23/2006 Hot 5006+00 1 133.5 08/23/2006 Hot 5006+00 2 132.2 08/23/2006 Hot 5006+00 3 130.4 08/23/2006 Hot 5006+00 4 129.3 131.35 1.8664 08/23/2006 Cold 5010+00 1 139.6 08/23/2006 Cold 5010+00 2 140.7 08/23/2006 Cold 5010+00 3 143.3 08/23/2006 Cold 5010+00 4 144 141.9 2.0897 08/23/2006 Hot 5010+00 1 133.4 08/23/2006 Hot 5010+00 2 135 08/23/2006 Hot 5010+00 3 133.8 08/23/2006 Hot 5010+00 4 133.6 133.95 0.7188 08/23/2006 Cold 5012+00 1 140.3 08/23/2006 Cold 5012+00 2 138.8 08/23/2006 Cold 5012+00 3 141.1 08/23/2006 Cold 5012+00 4 142.2 140.6 1.4306 08/23/2006 Hot 5012+00 1 131.6 08/23/2006 Hot 5012+00 2 130.1 08/23/2006 Hot 5012+00 3 131.3 08/23/2006 Hot 5012+00 4 131.2 131.05 0.6557 08/23/2006 Cold 5016+00 1 143.5 08/23/2006 Cold 5016+00 2 143.9 08/23/2006 Cold 5016+00 3 140.4 08/23/2006 Cold 5016+00 4 139.6 141.85 2.1672 08/23/2006 Hot 5016+00 1 132.7 08/23/2006 Hot 5016+00 2 134.9 08/23/2006 Hot 5016+00 3 131.6 08/23/2006 Hot 5016+00 4 132.3 132.88 1.4245 08/23/2006 Cold 5020+00 1 139.7 08/23/2006 Cold 5020+00 2 141.3 08/23/2006 Cold 5020+00 3 142.4 08/23/2006 Cold 5020+00 4 140.5 140.98 1.1529 08/23/2006 Hot 5020+00 1 133.1
C-571 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/23/2006 Hot 5020+00 2 133.1 08/23/2006 Hot 5020+00 3 135 08/23/2006 Hot 5020+00 4 134 133.8 0.9055 08/23/2006 Hot 5024+00 1 129.6 08/23/2006 Hot 5024+00 2 132.3 08/23/2006 Hot 5024+00 3 134.8 08/23/2006 Hot 5024+00 4 131 131.93 2.2111 08/23/2006 Hot 5028+00 1 128.7 08/23/2006 Hot 5028+00 2 129.8 08/23/2006 Hot 5028+00 3 128.8 08/23/2006 Hot 5028+00 4 133.5 130.2 2.2554 08/23/2006 Hot 5032+00 1 129.5 08/23/2006 Hot 5032+00 2 130.7 08/23/2006 Hot 5032+00 3 130.9 08/23/2006 Hot 5032+00 4 130.5 130.4 0.6218 08/23/2006 Hot 5036+00 1 128.4 08/23/2006 Hot 5036+00 2 130.5 08/23/2006 Hot 5036+00 3 132.4 08/23/2006 Hot 5036+00 4 133.1 131.1 2.1087 08/23/2006 Hot 5040+00 1 132.1 08/23/2006 Hot 5040+00 2 131.4 08/23/2006 Hot 5040+00 3 130.7 08/23/2006 Hot 5040+00 4 129.2 130.85 1.2396 08/23/2006 Hot 5044+00 1 133.7 08/23/2006 Hot 5044+00 2 129.5 08/23/2006 Hot 5044+00 3 133.9 08/23/2006 Hot 5044+00 4 131.5 132.15 2.0744 08/23/2006 Hot 5048+00 1 128.1 08/23/2006 Hot 5048+00 2 128.2 08/23/2006 Hot 5048+00 3 130.3 08/23/2006 Hot 5048+00 4 127.3 128.48 1.2816 08/25/2006 Hot 16 1 131.6 08/25/2006 Hot 16 2 130.4 08/25/2006 Hot 16 3 132.2 08/25/2006 Hot 16 4 132.4 131.65 0.9
C-572 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/25/2006 Hot 17 1 129.3 08/25/2006 Hot 17 2 129.5 08/25/2006 Hot 17 3 130.8 08/25/2006 Hot 17 4 130.7 130.08 0.7848 08/25/2006 Hot 18 1 130.1 08/25/2006 Hot 18 2 124.8 08/25/2006 Hot 18 3 128.8 08/25/2006 Hot 18 4 127.5 127.8 2.2642 08/25/2006 Hot 19 1 132.5 08/25/2006 Hot 19 2 131.9 08/25/2006 Hot 19 3 130.2 08/25/2006 Hot 19 4 128.9 130.88 1.6378 08/25/2006 Hot 20 1 130.9 08/25/2006 Hot 20 2 133.3 08/25/2006 Hot 20 3 132 08/25/2006 Hot 20 4 130.8 131.75 1.1676 08/25/2006 Hot 21 1 130.1 08/25/2006 Hot 21 2 130.7 08/25/2006 Hot 21 3 132 08/25/2006 Hot 21 4 130.6 130.85 0.8103 08/25/2006 Hot 22 1 130.4 08/25/2006 Hot 22 2 130.6 08/25/2006 Hot 22 3 126.9 08/25/2006 Hot 22 4 130.9 129.7 1.8779 08/25/2006 Hot 23 1 128.1 08/25/2006 Hot 23 2 126.1 08/25/2006 Hot 23 3 131.3 08/25/2006 Hot 23 4 126.6 128.03 2.3429 08/25/2006 Hot 24 1 127.6 08/25/2006 Hot 24 2 126.3 08/25/2006 Hot 24 3 129.3 08/25/2006 Hot 24 4 126.9 127.53 1.2971 08/25/2006 Hot 25 1 130.4 08/25/2006 Hot 25 2 129.9 08/25/2006 Hot 25 3 127.7 08/25/2006 Hot 25 4 125.3 128.33 2.3329
C-573 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/25/2006 Hot 26 1 130.9 08/25/2006 Hot 26 2 127 08/25/2006 Hot 26 3 129.1 08/25/2006 Hot 26 4 127.2 128.55 1.8303 08/25/2006 Hot 27 1 130.9 08/25/2006 Hot 27 2 127.5 08/25/2006 Hot 27 3 132.2 08/25/2006 Hot 27 4 126.7 129.33 2.6437 08/25/2006 Hot 28 1 128.1 08/25/2006 Hot 28 2 127.3 08/25/2006 Hot 28 3 127.5 08/25/2006 Hot 28 4 127.2 127.53 0.4031 08/25/2006 Hot 5010 1 135.3 08/25/2006 Hot 5010 2 135.9 08/25/2006 Hot 5010 3 135.3 08/25/2006 Hot 5010 4 135.1 135.4 0.3464 08/25/2006 Hot 5012 1 130.6 08/25/2006 Hot 5012 2 132.5 08/25/2006 Hot 5012 3 128.8 08/25/2006 Hot 5012 4 131.4 130.83 1.5586 08/25/2006 Hot 5016 1 136.9 08/25/2006 Hot 5016 2 134.1 08/25/2006 Hot 5016 3 134.1 08/25/2006 Hot 5016 4 135.2 135.08 1.3226 08/25/2006 Hot 5020 1 138.2 08/25/2006 Hot 5020 2 135.5 08/25/2006 Hot 5020 3 136.7 08/25/2006 Hot 5020 4 134.2 136.15 1.7059 08/25/2006 Hot 5024 1 132.3 08/25/2006 Hot 5024 2 131.4 08/25/2006 Hot 5024 3 133.6 08/25/2006 Hot 5024 4 132 132.33 0.9287 08/25/2006 Hot 5028 1 129.7 08/25/2006 Hot 5028 2 130.7 08/25/2006 Hot 5028 3 131.2 08/25/2006 Hot 5028 4 129.6 130.3 0.7789
C-574 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/25/2006 Hot 5032 1 130.5 08/25/2006 Hot 5032 2 130.7 08/25/2006 Hot 5032 3 132.5 08/25/2006 Hot 5032 4 129.6 130.83 1.2148 08/25/2006 Hot 5036 1 131.7 08/25/2006 Hot 5036 2 132.3 08/25/2006 Hot 5036 3 133.6 08/25/2006 Hot 5036 4 132.2 132.45 0.8103 08/25/2006 Hot 5040 1 132.1 08/25/2006 Hot 5040 2 132.2 08/25/2006 Hot 5040 3 130.2 08/25/2006 Hot 5040 4 130.3 131.2 1.0985 08/25/2006 Hot 5126 1 129.3 08/25/2006 Hot 5126 2 131.3 08/25/2006 Hot 5126 3 130 08/25/2006 Hot 5126 4 129.5 130.03 0.8995 08/25/2006 Hot 5128 1 128.8 08/25/2006 Hot 5128 2 131.8 08/25/2006 Hot 5128 3 128.8 08/25/2006 Hot 5128 4 128.6 129.5 1.5362 08/25/2006 Hot 5130 1 128.5 08/25/2006 Hot 5130 2 129.5 08/25/2006 Hot 5130 3 130.5 08/25/2006 Hot 5130 4 129.1 129.4 0.8406 08/25/2006 Hot 5132 1 130.1 08/25/2006 Hot 5132 2 133.2 08/25/2006 Hot 5132 3 129.1 08/25/2006 Hot 5132 4 132.7 131.28 1.9873 08/25/2006 Hot 5134 1 129.9 08/25/2006 Hot 5134 2 128.7 08/25/2006 Hot 5134 3 132.9 08/25/2006 Hot 5134 4 132.7 131.05 2.0809 08/25/2006 Hot 5136 1 128.7 08/25/2006 Hot 5136 2 130 08/25/2006 Hot 5136 3 135.2 08/25/2006 Hot 5136 4 133.3 131.8 2.9811
C-575 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/25/2006 Hot 5140 1 130 08/25/2006 Hot 5140 2 129.3 08/25/2006 Hot 5140 3 130.4 08/25/2006 Hot 5140 4 131.4 130.28 0.877 08/25/2006 Hot 5144 1 134.6 08/25/2006 Hot 5144 2 133.8 08/25/2006 Hot 5144 3 135.4 08/25/2006 Hot 5144 4 135 134.7 0.6831 08/25/2006 Hot 5148 1 128.9 08/25/2006 Hot 5148 2 128.4 08/25/2006 Hot 5148 3 126.5 08/25/2006 Hot 5148 4 127.3 127.78 1.0813 08/25/2006 Hot 5152 1 127.3 08/25/2006 Hot 5152 2 125.6 08/25/2006 Hot 5152 3 128.1 08/25/2006 Hot 5152 4 129.3 127.58 1.5521 08/25/2006 Hot 5152 1 128.8 08/25/2006 Hot 5152 2 128.5 08/25/2006 Hot 5152 3 129.7 08/25/2006 Hot 5152 4 130.9 129.48 1.0782 08/25/2006 Hot 5152 1 128.4 08/25/2006 Hot 5152 2 128 08/25/2006 Hot 5152 3 132.1 08/25/2006 Hot 5152 4 129 129.38 1.8626 08/25/2006 Hot 5022+60 1 134.8 08/25/2006 Hot 5022+60 2 134.9 08/25/2006 Hot 5022+60 3 132.3 08/25/2006 Hot 5022+60 4 135.7 134.43 1.4728 08/26/2006 Hot 29 1 133.8 08/26/2006 Hot 29 2 134.1 08/26/2006 Hot 29 3 131.5 08/26/2006 Hot 29 4 130.8 132.55 1.6462 08/26/2006 Hot 30 1 134.6 08/26/2006 Hot 30 2 133.7 08/26/2006 Hot 30 3 134.3 08/26/2006 Hot 30 4 134.1 134.18 0.3775
C-576 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/26/2006 Hot 31 1 133.6 08/26/2006 Hot 31 2 133.6 08/26/2006 Hot 31 3 133 08/26/2006 Hot 31 4 132.2 133.1 0.6633 08/26/2006 Hot 32 1 131.1 08/26/2006 Hot 32 2 131 08/26/2006 Hot 32 3 129.9 08/26/2006 Hot 32 4 129.6 130.4 0.7616 08/26/2006 Hot 33 2 133.5 08/26/2006 Hot 33 3 132.4 08/26/2006 Hot 33 4 134.4 133.13 1.0243 08/26/2006 Hot 33 1 132.2 08/26/2006 Hot 34 2 135.2 08/26/2006 Hot 34 3 134.1 08/26/2006 Hot 34 4 133.8 134.23 0.6652 08/26/2006 Hot 34 1 133.8 08/26/2006 Hot 35 2 133.3 08/26/2006 Hot 35 3 134.5 08/26/2006 Hot 35 4 135.9 134.5 1.0708 08/26/2006 Hot 35 1 134.3 08/26/2006 Hot 36 2 133.2 08/26/2006 Hot 36 3 132.8 08/26/2006 Hot 36 4 132.6 133.28 0.8539 08/26/2006 Hot 36 1 134.5 08/26/2006 Hot 37 2 131.9 08/26/2006 Hot 37 3 129.5 08/26/2006 Hot 37 4 130.4 130.23 1.242 08/26/2006 Hot 37 1 129.1 08/26/2006 Hot 38 2 126.7 08/26/2006 Hot 38 3 127.1 08/26/2006 Hot 38 4 128.1 126.9 0.9933 08/26/2006 Hot 38 1 125.7 08/26/2006 Hot 39 2 130.5 08/26/2006 Hot 39 3 132.1 08/26/2006 Hot 39 4 131.8 131.33 0.75 08/26/2006 Hot 39 1 130.9
C-577 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/26/2006 Hot 40 2 128.2 08/26/2006 Hot 40 3 129.8 08/26/2006 Hot 40 4 131 130.23 1.6008 08/26/2006 Hot 40 1 131.9 08/26/2006 Hot 41 1 130.5 08/26/2006 Hot 41 2 130.8 08/26/2006 Hot 41 3 131.5 08/26/2006 Hot 41 4 131.4 131.05 0.4796 08/26/2006 Hot 42 1 131.7 08/26/2006 Hot 42 2 132 08/26/2006 Hot 42 3 131 08/26/2006 Hot 42 4 131.3 131.5 0.4397 08/26/2006 Hot 43 1 131.3 08/26/2006 Hot 43 2 131.2 08/26/2006 Hot 43 3 130.8 08/26/2006 Hot 43 4 132.5 131.45 0.7326 08/26/2006 Hot 44 1 128.1 08/26/2006 Hot 44 2 127.6 08/26/2006 Hot 44 3 129 08/26/2006 Hot 44 4 128.9 128.4 0.6683 08/26/2006 Hot 45 2 127.1 08/26/2006 Hot 45 3 128.9 08/26/2006 Hot 45 4 126.6 127.3 1.0924 08/26/2006 Hot 45 1 126.6 08/26/2006 Hot 46 2 132.7 08/26/2006 Hot 46 3 133.6 08/26/2006 Hot 46 4 132.7 133.2 0.5831 08/26/2006 Hot 46 1 133.8 08/29/2006 Hot 47 1 129.6 08/29/2006 Hot 47 2 131.7 08/29/2006 Hot 47 3 129.3 08/29/2006 Hot 47 4 128.4 129.75 1.3964 08/29/2006 Hot 48 1 131.9 08/29/2006 Hot 48 2 133.8 08/29/2006 Hot 48 3 131.1 08/29/2006 Hot 48 4 133.1 132.48 1.2066
C-578 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/29/2006 Hot 49 1 127.3 08/29/2006 Hot 49 2 126.8 08/29/2006 Hot 49 3 132 08/29/2006 Hot 49 4 133.8 129.98 3.4625 08/29/2006 Hot 50 1 131.3 08/29/2006 Hot 50 2 129.6 08/29/2006 Hot 50 3 131.3 08/29/2006 Hot 50 4 132.4 131.15 1.1561 08/29/2006 Hot 51 2 132.1 08/29/2006 Hot 51 3 133.5 08/29/2006 Hot 51 4 132.5 133.03 0.877 08/29/2006 Hot 51 1 134 08/29/2006 Hot 52 2 129.6 08/29/2006 Hot 52 3 128.9 08/29/2006 Hot 52 4 129.1 129.18 0.2986 08/29/2006 Hot 52 1 129.1 08/29/2006 Hot 53 2 130.8 08/29/2006 Hot 53 3 130 08/29/2006 Hot 53 4 131.2 130.65 0.5 08/29/2006 Hot 53 1 130.6 08/29/2006 Hot 54 2 136.3 08/29/2006 Hot 54 3 134.1 08/29/2006 Hot 54 4 133 134.38 1.3841 08/29/2006 Hot 54 1 134.1 08/29/2006 Hot 55 2 134.7 08/29/2006 Hot 55 3 132.2 08/29/2006 Hot 55 4 133.1 133.65 1.2124 08/29/2006 Hot 55 1 134.6 08/29/2006 Hot 56 2 133.8 08/29/2006 Hot 56 3 130 08/29/2006 Hot 56 4 129 131.35 2.2293 08/29/2006 Hot 56 1 132.6 08/29/2006 Hot 57 2 127.5 08/29/2006 Hot 57 3 131.1 08/29/2006 Hot 57 4 133.8 130.43 2.6875 08/29/2006 Hot 57 1 129.3
C-579 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/29/2006 Hot 58 2 130.8 08/29/2006 Hot 58 3 131.9 08/29/2006 Hot 58 4 131.6 131.55 0.5196 08/29/2006 Hot 58 1 131.9 08/29/2006 Hot 59 1 130.7 08/29/2006 Hot 59 2 130.2 08/29/2006 Hot 59 3 130.9 08/29/2006 Hot 59 4 130.1 130.48 0.3862 08/29/2006 Hot 60 1 134.8 08/29/2006 Hot 60 2 133.5 08/29/2006 Hot 60 3 132.7 08/29/2006 Hot 60 4 133.1 133.53 0.9106 08/30/2006 Hot 61 1 128.9 08/30/2006 Hot 61 2 128.4 08/30/2006 Hot 61 3 128.6 08/30/2006 Hot 61 4 127.5 128.35 0.6028 08/30/2006 Hot 62 1 134.9 08/30/2006 Hot 62 2 131.8 08/30/2006 Hot 62 3 133.9 08/30/2006 Hot 62 4 132.6 133.3 1.3736 08/30/2006 Hot 63 1 133.4 08/30/2006 Hot 63 2 134.8 08/30/2006 Hot 63 3 134.1 08/30/2006 Hot 63 4 134.6 134.23 0.6238 08/30/2006 Hot 64 1 132.1 08/30/2006 Hot 64 2 135 08/30/2006 Hot 64 3 134.3 08/30/2006 Hot 64 4 133.7 133.78 1.2366 08/30/2006 Hot 65 2 128 08/30/2006 Hot 65 3 128.7 08/30/2006 Hot 65 4 129.4 128 1.5122 08/30/2006 Hot 65 1 125.9 08/30/2006 Hot 66 2 129 08/30/2006 Hot 66 3 132 08/30/2006 Hot 66 4 131.5 130.78 1.3175 08/30/2006 Hot 66 1 130.6
C-580 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/30/2006 Hot 67 2 133.6 08/30/2006 Hot 67 3 132.6 08/30/2006 Hot 67 4 133.4 133.33 0.4992 08/30/2006 Hot 67 1 133.7 08/30/2006 Hot 68 2 131.7 08/30/2006 Hot 68 3 133.8 08/30/2006 Hot 68 4 135 133.03 1.6621 08/30/2006 Hot 68 1 131.6 08/30/2006 Hot 69 2 133 08/30/2006 Hot 69 3 133.2 08/30/2006 Hot 69 4 131.6 132.75 0.7724 08/30/2006 Hot 69 1 133.2 08/30/2006 Hot 70 2 130.8 08/30/2006 Hot 70 3 129.4 08/30/2006 Hot 70 4 128.6 129.3 1.0893 08/30/2006 Hot 70 1 128.4 08/30/2006 Hot 71 2 132.7 08/30/2006 Hot 71 3 133.9 08/30/2006 Hot 71 4 133.6 133.2 0.6481 08/30/2006 Hot 71 1 132.6 08/30/2006 Hot 72 2 132.9 08/30/2006 Hot 72 3 131.8 08/30/2006 Hot 72 4 132.6 133.18 1.5543 08/30/2006 Hot 72 1 135.4 08/30/2006 Hot 73 1 133.2 08/30/2006 Hot 73 2 134.4 08/30/2006 Hot 73 3 134 08/30/2006 Hot 73 4 132.3 133.48 0.9287 08/30/2006 Hot 74 1 134.8 08/30/2006 Hot 74 2 133.5 08/30/2006 Hot 74 3 133.5 08/30/2006 Hot 74 4 133.7 133.88 0.6238 08/30/2006 Hot 75 1 133.2 08/30/2006 Hot 75 2 134.4 08/30/2006 Hot 75 3 133.6 08/30/2006 Hot 75 4 133 133.55 0.6191
C-581 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/31/2006 Hot 76 1 132.3 08/31/2006 Hot 76 2 131.3 08/31/2006 Hot 76 3 128.1 08/31/2006 Hot 76 4 126.3 129.5 2.7857 08/31/2006 Hot 77 1 128.9 08/31/2006 Hot 77 2 132 08/31/2006 Hot 77 3 124.3 08/31/2006 Hot 77 4 130.3 128.88 3.3029 08/31/2006 Hot 78 1 134.7 08/31/2006 Hot 78 2 134.6 08/31/2006 Hot 78 3 135 08/31/2006 Hot 78 4 136.6 135.23 0.9323 08/31/2006 Hot 79 1 134.3 08/31/2006 Hot 79 2 135.4 08/31/2006 Hot 79 3 131.8 08/31/2006 Hot 79 4 131.9 133.35 1.7898 08/31/2006 Hot 80 1 133.6 08/31/2006 Hot 80 2 136.4 08/31/2006 Hot 80 3 135.9 08/31/2006 Hot 80 4 135.9 135.45 1.2557 08/31/2006 Hot 81 1 134.1 08/31/2006 Hot 81 2 134.1 08/31/2006 Hot 81 3 133.2 08/31/2006 Hot 81 4 132.5 133.48 0.7762 08/31/2006 Hot 82 1 131.7 08/31/2006 Hot 82 2 131.1 08/31/2006 Hot 82 3 134.7 08/31/2006 Hot 82 4 136.5 133.5 2.5456 08/31/2006 Hot 83 1 128.8 08/31/2006 Hot 83 2 129.8 08/31/2006 Hot 83 3 126.8 08/31/2006 Hot 83 4 125.5 127.73 1.938 08/31/2006 Hot 84 1 128 08/31/2006 Hot 84 2 132.3 08/31/2006 Hot 84 3 128.1 08/31/2006 Hot 84 4 130.9 129.83 2.1282
C-582 Table 246. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-2, ND, pcf Continued Test Date Cold/Hot Station Trial # Density Average Std Dev 08/31/2006 Hot 85 1 132.5 08/31/2006 Hot 85 2 130.5 08/31/2006 Hot 85 3 135.1 08/31/2006 Hot 85 4 135.4 133.38 2.3171 08/31/2006 Hot 86 1 134.6 08/31/2006 Hot 86 2 135.1 08/31/2006 Hot 86 3 135.1 08/31/2006 Hot 86 4 134.3 134.78 0.3948 08/31/2006 Hot 87 1 135.5 08/31/2006 Hot 87 2 132.9 08/31/2006 Hot 87 3 133.8 08/31/2006 Hot 87 4 132.7 133.73 1.2764 08/31/2006 Hot 88 1 135.9 08/31/2006 Hot 88 2 137.8 08/31/2006 Hot 88 3 137 08/31/2006 Hot 88 4 135.1 136.45 1.1902 08/31/2006 Hot 89 1 134 08/31/2006 Hot 89 2 130 08/31/2006 Hot 89 3 134.4 08/31/2006 Hot 89 4 131.8 132.55 2.0486 08/31/2006 Hot 90 1 132.3 08/31/2006 Hot 90 2 131.3 08/31/2006 Hot 90 3 126.9 08/31/2006 Hot 90 4 129 129.88 2.4171 08/31/2006 Hot 91 1 132.3 08/31/2006 Hot 91 2 131 08/31/2006 Hot 91 3 130.7 08/31/2006 Hot 91 4 131.6 131.4 0.7071 08/31/2006 Hot 92 1 131 08/31/2006 Hot 92 2 130 08/31/2006 Hot 92 3 128.4 08/31/2006 Hot 92 4 132.3 130.43 1.646 08/31/2006 Hot 93 1 133 08/31/2006 Hot 93 2 131.7 08/31/2006 Hot 93 3 128.5 08/31/2006 Hot 93 4 132.4 131.4 2.005
C-583 Table 247. Modulus measured by PSPA on US-2, ND, ksi Test Date Station Point Trial # Modulus Average 08/23/2006 5006+00 C 1 105 105 08/23/2006 5010+00 B 1 120 120 08/23/2006 5012+00 A 1 107 107 08/23/2006 5016+00 C 1 125 125 08/23/2006 5020+00 B 1 127 127 08/23/2006 5024+00 A 1 102 102 08/23/2006 5028+00 C 1 82 82 08/23/2006 5032+00 B 1 115 115 08/23/2006 5036+00 A 1 104 104 08/23/2006 5040+00 C 1 155 155 08/23/2006 5044+00 B 1 101 101 08/23/2006 5048+00 A 1 112 112 08/24/2006 5006+00 C 1 419 419 08/24/2006 5010+00 B 1 406 406 08/24/2006 5012+00 A 1 356 356 08/24/2006 5016+00 C 1 412 412 08/24/2006 5020+00 B 1 459 459 08/24/2006 5024+00 A 1 453 453 08/24/2006 5028+00 C 1 413 413 08/24/2006 5032+00 B 1 428 428 08/24/2006 5036+00 A 1 418 418 08/24/2006 5040+00 C 1 421 421 08/24/2006 5044+00 B 1 480 480 08/25/2006 5006+00 C 1 267 267 08/25/2006 5010+00 B 1 256 256 08/25/2006 5012+00 A 1 277 277 08/25/2006 5016+00 C 1 270 270 08/25/2006 5020+00 B 1 317 317 08/25/2006 5024+00 A 1 272 272 08/25/2006 5028+00 C 1 283 283 08/25/2006 5032+00 B 1 296 296 08/25/2006 5036+00 A 1 289 289 08/25/2006 5040+00 C 1 282 282 08/25/2006 5044+00 B 1 293 293 08/25/2006 5048+00 A 1 248 248 08/25/2006 5152 B 1 129 129 08/25/2006 5126 B 1 160 160
C-584 Table 248. Modulus measured by PSPA on US-2, ND, ksi Continued Test Date Station Point Trial # Modulus Average 08/25/2006 5128 C 1 142 142 08/25/2006 5130 A 1 137 137 08/25/2006 5132 C 1 175 175 08/25/2006 5134 B 1 153 153 08/25/2006 5136 A 1 148 148 08/25/2006 5140 C 1 148 148 08/25/2006 5144 B 1 170 170 08/25/2006 5148 A 1 132 132 08/25/2006 5152 A 1 167 167 08/25/2006 5152 B 1 130 130 08/25/2006 5152 C 1 180 180
C-585 NCAT, AL, HMA SECTIONS * * * * # # # # - Tests on Hot and Cold HMA * - Tests on multiple lifts Base layer tests Subgrade layer tests HMA layer tests
C-586 E-5 ALABAMA TEST SECTION AT NCAT 0+ 70 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Alabama E-5 (Tests conducted on Hot Asphalt on 8/26 + cold on 8/27) 0+ 00 0+ 10 0+ 40 0+ 47 1+ 00 1+ 07 1+ 30 1+ 60 1+ 93 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A C is 4-ft from outer edge, B is 3-ft from C and A is 3-ft from B 0+ 70 0+ 70 0+ 00 0+ 00 0+ 10 0+ 10 0+ 40 0+ 40 0+ 47 0+ 47 1+ 00 1+ 00 1+ 07 1+ 07 1+ 30 1+ 30 1+ 60 1+ 60 1+ 93 1+ 93 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d
C-587 Table 249. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Test Date Station Point Trial # Density Average Std Dev 09/26/2006 0+10 A 1 124.8 09/26/2006 0+10 A 2 122.7 09/26/2006 0+10 A 3 125.2 09/26/2006 0+10 A 4 124 124.18 1.1026 09/26/2006 0+10 B 1 123.9 09/26/2006 0+10 B 2 121.8 09/26/2006 0+10 B 3 122.7 09/26/2006 0+10 B 4 123.5 122.98 0.9287 09/26/2006 0+10 C 1 122.7 09/26/2006 0+10 C 2 122.8 09/26/2006 0+10 C 3 122.2 09/26/2006 0+10 C 4 121.2 122.23 0.732 09/26/2006 0+40 A 1 124 09/26/2006 0+40 A 2 124.2 09/26/2006 0+40 A 3 123.4 09/26/2006 0+40 A 4 124 123.9 0.3464 09/26/2006 0+40 B 1 124.6 09/26/2006 0+40 B 2 123.5 09/26/2006 0+40 B 3 124.3 09/26/2006 0+40 B 4 122.8 123.8 0.8124 09/26/2006 0+40 C 1 124.6 09/26/2006 0+40 C 2 124.3 09/26/2006 0+40 C 3 126.1 09/26/2006 0+40 C 4 123.1 124.53 1.2339 09/26/2006 0+47 B 1 122.9 09/26/2006 0+47 B 2 122.6 09/26/2006 0+47 B 3 124.1 09/26/2006 0+47 B 4 124.3 123.48 0.85 09/26/2006 0+70 A 1 125.1 09/26/2006 0+70 A 2 123.9 09/26/2006 0+70 A 3 123.6 09/26/2006 0+70 A 4 123.8 124.1 0.6782 09/26/2006 0+70 B 1 122.9 09/26/2006 0+70 B 2 123.3 09/26/2006 0+70 B 3 123.6 09/26/2006 0+70 B 4 122 122.95 0.6952 09/26/2006 0+70 C 1 126.8
C-588 Table 250. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 0+70 C 2 123.7 09/26/2006 0+70 C 3 124.9 09/26/2006 0+70 C 4 125.7 125.28 1.3074 09/26/2006 1+00 A 1 126.8 09/26/2006 1+00 A 2 126.7 09/26/2006 1+00 A 3 125.5 09/26/2006 1+00 A 4 125.6 126.15 0.6952 09/26/2006 1+00 B 1 124.8 09/26/2006 1+00 B 2 125.6 09/26/2006 1+00 B 3 124.5 09/26/2006 1+00 B 4 125.3 125.05 0.4933 09/26/2006 1+00 C 1 126 09/26/2006 1+00 C 2 123.8 09/26/2006 1+00 C 3 123.3 09/26/2006 1+00 C 4 126.2 124.83 1.4886 09/26/2006 1+07 B 1 124.4 09/26/2006 1+07 B 2 124.3 09/26/2006 1+07 B 3 123.1 09/26/2006 1+07 B 4 124.5 124.08 0.6551 09/26/2006 1+30 A 1 125 09/26/2006 1+30 A 2 126.1 09/26/2006 1+30 A 3 124.2 09/26/2006 1+30 A 4 123.5 124.7 1.1165 09/26/2006 1+30 B 1 122.3 09/26/2006 1+30 B 2 124.4 09/26/2006 1+30 B 3 123.9 09/26/2006 1+30 B 4 123.5 123.53 0.8958 09/26/2006 1+30 C 1 127.2 09/26/2006 1+30 C 2 125.5 09/26/2006 1+30 C 3 127.1 09/26/2006 1+30 C 4 126.3 126.53 0.7932 09/26/2006 1+60 A 1 125.8 09/26/2006 1+60 A 2 126 09/26/2006 1+60 A 3 127.4 09/26/2006 1+60 A 4 127 126.55 0.7724
C-589 Table 250. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 1+60 B 1 124.1 09/26/2006 1+60 B 2 124.9 09/26/2006 1+60 B 3 125.7 09/26/2006 1+60 B 4 125.5 125.05 0.7188 09/26/2006 1+60 C 1 122.4 09/26/2006 1+60 C 2 125.2 09/26/2006 1+60 C 3 123.8 09/26/2006 1+60 C 4 127.5 124.73 2.1747 09/26/2006 1+93 A 1 121 09/26/2006 1+93 A 2 123.6 09/26/2006 1+93 A 3 121.4 09/26/2006 1+93 A 4 124.9 122.73 1.8464 09/26/2006 1+93 B 1 124 09/26/2006 1+93 B 2 124.3 09/26/2006 1+93 B 3 124.4 09/26/2006 1+93 B 4 125.1 124.45 0.4655 09/26/2006 1+93 C 1 124.6 09/26/2006 1+93 C 2 125.4 09/26/2006 1+93 C 3 125.8 09/26/2006 1+93 C 4 125.4 125.3 0.5033 09/27/2006 0+10 A 1 124.4 09/27/2006 0+10 A 2 121.5 09/27/2006 0+10 A 3 124.3 09/27/2006 0+10 A 4 124.9 123.78 1.5392 09/27/2006 0+10 B 1 123 09/27/2006 0+10 B 2 120.8 09/27/2006 0+10 B 3 123.6 09/27/2006 0+10 B 4 123.3 122.68 1.2738 09/27/2006 0+10 C 1 122.8 09/27/2006 0+10 C 2 122.4 09/27/2006 0+10 C 3 124.1 09/27/2006 0+10 C 4 122.5 122.95 0.7853 09/27/2006 0+40 A 1 124.1 09/27/2006 0+40 A 2 122.7 09/27/2006 0+40 A 3 125.4 09/27/2006 0+40 A 4 124.4 124.15 1.115
C-590 Table 250. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 0+40 B 1 124.8 09/27/2006 0+40 B 2 124.4 09/27/2006 0+40 B 3 123.6 09/27/2006 0+40 B 4 122.8 123.9 0.8869 09/27/2006 0+40 C 1 124.7 09/27/2006 0+40 C 2 124.4 09/27/2006 0+40 C 3 125.6 09/27/2006 0+40 C 4 125.7 125.1 0.6481 09/27/2006 0+47 B 1 123.1 09/27/2006 0+47 B 2 124.5 09/27/2006 0+47 B 3 124.7 09/27/2006 0+47 B 4 125.3 124.4 0.9309 09/27/2006 0+70 A 1 123.1 09/27/2006 0+70 A 2 124 09/27/2006 0+70 A 3 123.7 09/27/2006 0+70 A 4 123 123.45 0.4796 09/27/2006 0+70 B 1 122 09/27/2006 0+70 B 2 124.1 09/27/2006 0+70 B 3 123.7 09/27/2006 0+70 B 4 125.8 123.9 1.5599 09/27/2006 0+70 C 1 126.2 09/27/2006 0+70 C 2 125.4 09/27/2006 0+70 C 3 126.7 09/27/2006 0+70 C 4 127.8 126.53 1.0046 09/27/2006 1+00 A 1 126.9 09/27/2006 1+00 A 2 125.9 09/27/2006 1+00 A 3 126.1 09/27/2006 1+00 A 4 125.7 126.15 0.526 09/27/2006 1+00 B 1 124.4 09/27/2006 1+00 B 2 126.5 09/27/2006 1+00 B 3 124 09/27/2006 1+00 B 4 124.3 124.8 1.146 09/27/2006 1+00 C 1 122.2 09/27/2006 1+00 C 2 124.3 09/27/2006 1+00 C 3 125.5 09/27/2006 1+00 C 4 125.6 124.4 1.5811
C-591 Table 250. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+07 B 1 123.8 09/27/2006 1+07 B 2 124.2 09/27/2006 1+07 B 3 123.4 09/27/2006 1+07 B 4 124.2 123.9 0.383 09/27/2006 1+30 A 1 125.3 09/27/2006 1+30 A 2 126.1 09/27/2006 1+30 A 3 124.6 09/27/2006 1+30 A 4 125.3 125.33 0.6131 09/27/2006 1+30 B 1 123.6 09/27/2006 1+30 B 2 123.8 09/27/2006 1+30 B 3 123.4 09/27/2006 1+30 B 4 125.6 124.1 1.0132 09/27/2006 1+30 C 1 126.3 09/27/2006 1+30 C 2 127 09/27/2006 1+30 C 3 126.1 09/27/2006 1+30 C 4 127.2 126.65 0.5323 09/27/2006 1+60 A 1 124.5 09/27/2006 1+60 A 2 124.7 09/27/2006 1+60 A 3 124.7 09/27/2006 1+60 A 4 126 124.98 0.6898 09/27/2006 1+60 B 1 123.4 09/27/2006 1+60 B 2 125 09/27/2006 1+60 B 3 125.7 09/27/2006 1+60 B 4 124.9 124.75 0.9678 09/27/2006 1+60 C 1 126.1 09/27/2006 1+60 C 2 125.8 09/27/2006 1+60 C 3 126.4 09/27/2006 1+60 C 4 127.8 126.53 0.8846 09/27/2006 1+93 A 1 124.4 09/27/2006 1+93 A 2 121.2 09/27/2006 1+93 A 3 125.2 09/27/2006 1+93 A 4 123.2 123.5 1.7397 09/27/2006 1+93 B 1 125.6 09/27/2006 1+93 B 2 122.5 09/27/2006 1+93 B 3 123.6 09/27/2006 1+93 B 4 124.2 123.98 1.292
C-592 Table 250. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-5, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+93 C 1 125.2 09/27/2006 1+93 C 2 124.2 09/27/2006 1+93 C 3 121.7 09/27/2006 1+93 C 4 122.8 123.48 1.5392
C-593 Table 251. Modulus measured by PSPA on E-5, AL, ksi Test Date Station Point Trial # Modulus Average 09/26/2006 0+10 A 1 173 173 09/26/2006 0+10 B 1 260 260 09/26/2006 0+10 C 1 184 184 09/26/2006 0+40 A 1 262 262 09/26/2006 0+40 B 1 253 253 09/26/2006 0+40 C 1 225 225 09/26/2006 0+47 B 1 296 296 09/26/2006 0+70 A 1 350 350 09/26/2006 0+70 B 1 233 233 09/26/2006 0+70 C 1 188 188 09/26/2006 0+78 B 1 203 203 09/26/2006 1+00 A 1 294 294 09/26/2006 1+00 B 1 259 259 09/26/2006 1+00 C 1 202 202 09/26/2006 1+07 B 1 256 256 09/26/2006 1+30 A 1 328 328 09/26/2006 1+30 B 1 239 239 09/26/2006 1+30 C 1 232 232 09/26/2006 1+60 A 1 249 249 09/26/2006 1+60 B 1 219 219 09/26/2006 1+60 C 1 204 204 09/26/2006 1+93 A 1 304 304 09/26/2006 1+93 B 1 292 292 09/26/2006 1+93 C 1 296 296 09/27/2006 0+10 A 1 466 466 09/27/2006 0+10 B 1 508 508 09/27/2006 0+10 C 1 537 537 09/27/2006 0+40 A 1 499 499 09/27/2006 0+40 B 1 534 534 09/27/2006 0+40 C 1 470 470 09/27/2006 0+47 B 1 567 567 09/27/2006 0+70 A 1 557 557 09/27/2006 0+70 B 1 522 522 09/27/2006 0+70 C 1 567 567 09/27/2006 0+78 B 1 487 487 09/27/2006 1+00 A 1 533 533 09/27/2006 1+00 B 1 488 488
C-594 Table 252. Modulus measured by PSPA on E-5, AL, ksi Continued Test Date Station Point Trial # Modulus Average 09/27/2006 1+00 C 1 502 502 09/27/2006 1+07 B 1 506 506 09/27/2006 1+30 A 1 480 480 09/27/2006 1+30 B 1 470 470 09/27/2006 1+30 C 1 509 509 09/27/2006 1+60 A 1 522 522 09/27/2006 1+60 B 1 477 477 09/27/2006 1+60 C 1 459 459 09/27/2006 1+93 A 1 493 493 09/27/2006 1+93 B 1 547 547 09/27/2006 1+93 C 1 557 557
C-595 E-6 ALABAMA TEST SECTION AT NCAT 0+ 76 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Alabama E-6 (Tests conducted on Hot Asphalt on 8/26 + cold on 8/27) 0+ 00 0+ 10 0+ 55 1+ 00 1+ 17 1+ 45 1+ 90 2+ 05 2+ 16 (a pp ro x. ) St ar t En d NCAT Test Track Layout C is 4-ft from outer edge, B is 3-ft from C and A is 3-ft from B C B A 0+ 76 0+ 76 0+ 00 0+ 00 0+ 10 0+ 10 0+ 55 0+ 55 1+ 00 1+ 00 1+ 17 1+ 17 1+ 45 1+ 45 1+ 90 1+ 90 2+ 05 2+ 05 2+ 16 (a pp ro x. ) 2+ 16 (a pp ro x. ) St ar t En d
C-596 Table 253. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-6, AL, pcf Test Date Station Point Trial # Density Average Std Dev 09/26/2006 0+10 A 1 124.6 09/26/2006 0+10 A 2 124.4 09/26/2006 0+10 A 3 124.4 09/26/2006 0+10 A 4 125.4 124.7 0.4761 09/26/2006 0+10 B 1 123.1 09/26/2006 0+10 B 2 124.9 09/26/2006 0+10 B 3 123.6 09/26/2006 0+10 B 4 124.8 124.1 0.8907 09/26/2006 0+10 C 1 126.5 09/26/2006 0+10 C 2 124 09/26/2006 0+10 C 3 125.1 09/26/2006 0+10 C 4 126.6 125.55 1.2396 09/26/2006 0+55 A 1 125.1 09/26/2006 0+55 A 2 125.2 09/26/2006 0+55 A 3 124.9 09/26/2006 0+55 A 4 126.4 125.4 0.6782 09/26/2006 0+55 B 1 124.9 09/26/2006 0+55 B 2 124.5 09/26/2006 0+55 B 3 125.4 09/26/2006 0+55 B 4 124.4 124.8 0.4546 09/26/2006 0+55 C 1 125.9 09/26/2006 0+55 C 2 127.6 09/26/2006 0+55 C 3 127.2 09/26/2006 0+55 C 4 126.3 126.75 0.7853 09/26/2006 0+76 B 1 126.7 09/26/2006 0+76 B 2 125 09/26/2006 0+76 B 3 126 09/26/2006 0+76 B 4 127.9 126.4 1.2193 09/26/2006 1+00 A 1 123.8 09/26/2006 1+00 A 2 123.2 09/26/2006 1+00 A 3 124.8 09/26/2006 1+00 A 4 126.2 124.5 1.3115 09/26/2006 1+00 B 1 123.8 09/26/2006 1+00 B 2 124.4 09/26/2006 1+00 B 3 124.5 09/26/2006 1+00 B 4 124.4 124.28 0.3202 09/26/2006 1+00 C 1 126.6
C-597 Table 254. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-6, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 1+00 C 2 126.9 09/26/2006 1+00 C 3 129.4 09/26/2006 1+00 C 4 127.8 127.68 1.258 09/26/2006 1+17 B 1 124 09/26/2006 1+17 B 2 124.4 09/26/2006 1+17 B 3 124.5 09/26/2006 1+17 B 4 125.1 124.5 0.4546 09/26/2006 1+45 A 1 122.7 09/26/2006 1+45 A 2 123.3 09/26/2006 1+45 A 3 123 09/26/2006 1+45 A 4 124.6 123.4 0.8367 09/26/2006 1+45 B 1 123.5 09/26/2006 1+45 B 2 123.3 09/26/2006 1+45 B 3 125 09/26/2006 1+45 B 4 124.2 124 0.7703 09/26/2006 1+45 C 1 126 09/26/2006 1+45 C 2 126.9 09/26/2006 1+45 C 3 127 09/26/2006 1+45 C 4 128.1 127 0.8602 09/26/2006 1+90 A 1 125.8 09/26/2006 1+90 A 2 126.9 09/26/2006 1+90 A 3 127.4 09/26/2006 1+90 A 4 124.8 126.23 1.1615 09/26/2006 1+90 B 1 121.3 09/26/2006 1+90 B 2 124.3 09/26/2006 1+90 B 3 123.2 09/26/2006 1+90 B 4 122.6 122.85 1.2503 09/26/2006 1+90 C 1 125.7 09/26/2006 1+90 C 2 123.2 09/26/2006 1+90 C 3 124 09/26/2006 1+90 C 4 123.6 124.13 1.0996 09/26/2006 2+05 A 1 126.2 09/26/2006 2+05 A 2 126.2 09/26/2006 2+05 A 3 126.2 09/26/2006 2+05 A 4 126 126.15 0.1
C-598 Table 254. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-6, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 2+05 B 1 121.3 09/26/2006 2+05 B 2 124 09/26/2006 2+05 B 3 121.5 09/26/2006 2+05 B 4 120.5 121.83 1.513 09/26/2006 2+05 C 1 125.7 09/26/2006 2+05 C 2 125 09/26/2006 2+05 C 3 125.4 09/26/2006 2+05 C 4 125.8 125.48 0.3594 09/27/2006 0+10 A 1 125.1 09/27/2006 0+10 A 2 125.7 09/27/2006 0+10 A 3 125.4 09/27/2006 0+10 A 4 125.7 125.48 0.2872 09/27/2006 0+10 B 1 123.4 09/27/2006 0+10 B 2 124.2 09/27/2006 0+10 B 3 122.1 09/27/2006 0+10 B 4 123.5 123.3 0.8756 09/27/2006 0+10 C 1 125.5 09/27/2006 0+10 C 2 127 09/27/2006 0+10 C 3 126.8 09/27/2006 0+10 C 4 127.2 126.63 0.7676 09/27/2006 0+55 A 1 126 09/27/2006 0+55 A 2 124.2 09/27/2006 0+55 A 3 126.2 09/27/2006 0+55 A 4 125.7 125.53 0.9069 09/27/2006 0+55 B 1 124.9 09/27/2006 0+55 B 2 124.6 09/27/2006 0+55 B 3 124.9 09/27/2006 0+55 B 4 124.8 124.8 0.1414 09/27/2006 0+55 C 1 126.9 09/27/2006 0+55 C 2 127 09/27/2006 0+55 C 3 128 09/27/2006 0+55 C 4 125.8 126.93 0.8995 09/27/2006 0+76 B 1 125.4 09/27/2006 0+76 B 2 123.3 09/27/2006 0+76 B 3 124.6 09/27/2006 0+76 B 4 127.5 125.2 1.7607
C-599 Table 254. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-6, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+00 A 1 124.9 09/27/2006 1+00 A 2 121.8 09/27/2006 1+00 A 3 124 09/27/2006 1+00 A 4 125.1 123.95 1.5111 09/27/2006 1+00 B 1 124.2 09/27/2006 1+00 B 2 123.5 09/27/2006 1+00 B 3 124.3 09/27/2006 1+00 B 4 122.6 123.65 0.7853 09/27/2006 1+00 C 1 128.6 09/27/2006 1+00 C 2 126.4 09/27/2006 1+00 C 3 127.5 09/27/2006 1+00 C 4 127.6 127.53 0.8995 09/27/2006 1+17 B 1 125.3 09/27/2006 1+17 B 2 123.7 09/27/2006 1+17 B 3 126.3 09/27/2006 1+17 B 4 125.1 125.1 1.0708 09/27/2006 1+45 A 1 126.6 09/27/2006 1+45 A 2 124.3 09/27/2006 1+45 A 3 126.2 09/27/2006 1+45 A 4 126.7 125.95 1.121 09/27/2006 1+45 B 1 125.2 09/27/2006 1+45 B 2 124.4 09/27/2006 1+45 B 3 126.1 09/27/2006 1+45 B 4 125.1 125.2 0.6976 09/27/2006 1+45 C 1 127.4 09/27/2006 1+45 C 2 127 09/27/2006 1+45 C 3 126.8 09/27/2006 1+45 C 4 126.6 126.95 0.3416 09/27/2006 1+90 A 1 127.2 09/27/2006 1+90 A 2 126.9 09/27/2006 1+90 A 3 126.5 09/27/2006 1+90 A 4 125.8 126.6 0.6055 09/27/2006 1+90 B 1 122.2 09/27/2006 1+90 B 2 122.7 09/27/2006 1+90 B 3 122.4 09/27/2006 1+90 B 4 122.4 122.43 0.2062
C-600 Table 254. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-6, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+90 C 1 125.6 09/27/2006 1+90 C 2 123.5 09/27/2006 1+90 C 3 124.1 09/27/2006 1+90 C 4 124.1 124.33 0.8958 09/27/2006 2+05 A 1 126.1 09/27/2006 2+05 A 2 123.7 09/27/2006 2+05 A 3 125.8 09/27/2006 2+05 A 4 124.1 124.93 1.201 09/27/2006 2+05 B 1 122.4 09/27/2006 2+05 B 2 122.8 09/27/2006 2+05 B 3 122.2 09/27/2006 2+05 B 4 119.9 121.83 1.3074 09/27/2006 2+05 C 1 124.2 09/27/2006 2+05 C 2 125 09/27/2006 2+05 C 3 123.6 09/27/2006 2+05 C 4 121.4 123.55 1.5438
C-601 Table 255. Modulus measured by PSPA on E-6, AL, ksi Test Date Station Point Trial # Modulus Average 09/26/2006 0+10 A 1 308 308 09/26/2006 0+10 B 1 326 326 09/26/2006 0+10 C 1 246 246 09/26/2006 0+55 A 1 272 272 09/26/2006 0+55 B 1 374 374 09/26/2006 0+55 C 1 326 326 09/26/2006 0+76 B 1 277 277 09/26/2006 1+00 A 1 329 329 09/26/2006 1+00 B 1 319 319 09/26/2006 1+00 C 1 350 350 09/26/2006 1+17 B 1 298 298 09/26/2006 1+45 A 1 375 375 09/26/2006 1+45 B 1 402 402 09/26/2006 1+45 C 1 304 304 09/26/2006 1+90 A 1 373 373 09/26/2006 1+90 B 1 285 285 09/26/2006 1+90 C 1 212 212 09/26/2006 2+05 A 1 285 285 09/26/2006 2+05 B 1 294 294 09/26/2006 2+05 C 1 255 255 09/27/2006 0+10 A 1 516 516 09/27/2006 0+10 B 1 523 523 09/27/2006 0+10 C 1 556 556 09/27/2006 0+55 A 1 472 472 09/27/2006 0+55 B 1 490 490 09/27/2006 0+55 C 1 509 509 09/27/2006 0+76 B 1 553 553 09/27/2006 1+00 A 1 450 450 09/27/2006 1+00 B 1 412 412 09/27/2006 1+00 C 1 561 561 09/27/2006 1+17 B 1 500 500 09/27/2006 1+45 A 1 412 412 09/27/2006 1+45 B 1 400 400 09/27/2006 1+45 C 1 430 430 09/27/2006 1+90 A 1 459 459 09/27/2006 1+90 B 1 383 383 09/27/2006 1+90 C 1 461 461
C-602 Table 256. Modulus measured by PSPA on E-6, AL, ksi Continued Test Date Station Point Trial # Modulus Average 09/27/2006 2+05 A 1 519 519 09/27/2006 2+05 B 1 434 434 09/27/2006 2+05 C 1 427 427
C-603 E-7 ALABAMA TEST SECTION AT NCAT 0+ 75 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Alabama E-7 (Tests conducted on Hot Asphalt on 8/26 + cold on 8/27) 0+ 00 0+ 10 0+ 50 0+ 90 1+ 20 1+ 30 1+ 70 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C is 4-ft from outer edge, B is 3-ft from C and A is 3-ft from B C B A 0+ 75 0+ 75 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 0+ 90 0+ 90 1+ 20 1+ 20 1+ 30 1+ 30 1+ 70 1+ 70 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d
C-604 Table 257. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-7, AL, pcf Test Date Station Point Trial # Density Average Std Dev 09/26/2006 0+10 A 1 125.8 09/26/2006 0+10 A 2 126.4 09/26/2006 0+10 A 3 125.9 09/26/2006 0+10 A 4 125.6 125.93 0.3403 09/26/2006 0+10 B 1 122 09/26/2006 0+10 B 2 121.4 09/26/2006 0+10 B 3 122.6 09/26/2006 0+10 B 4 121 121.75 0.7 09/26/2006 0+10 C 1 125.2 09/26/2006 0+10 C 2 125 09/26/2006 0+10 C 3 124.3 09/26/2006 0+10 C 4 124.8 124.83 0.3862 09/26/2006 0+50 A 1 126.7 09/26/2006 0+50 A 2 125.2 09/26/2006 0+50 A 3 126.5 09/26/2006 0+50 A 4 124.3 125.68 1.1325 09/26/2006 0+50 B 1 123.9 09/26/2006 0+50 B 2 123.8 09/26/2006 0+50 B 3 123.3 09/26/2006 0+50 B 4 124.1 123.78 0.3403 09/26/2006 0+50 C 1 125.8 09/26/2006 0+50 C 2 125.9 09/26/2006 0+50 C 3 126.1 09/26/2006 0+50 C 4 125 125.7 0.483 09/26/2006 0+75 B 1 124.1 09/26/2006 0+75 B 2 123.8 09/26/2006 0+75 B 3 125.1 09/26/2006 0+75 B 4 123 124 0.8679 09/26/2006 0+90 A 1 125.9 09/26/2006 0+90 A 2 125.1 09/26/2006 0+90 A 3 126.2 09/26/2006 0+90 A 4 125.1 125.58 0.562 09/26/2006 0+90 B 1 123.5 09/26/2006 0+90 B 2 123.6 09/26/2006 0+90 B 3 122.9 09/26/2006 0+90 B 4 123.1 123.28 0.3304 09/26/2006 0+90 C 1 125.5 09/26/2006 0+90 C 2 124.2
C-605 Table 258. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-7, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 0+90 C 3 124.9 09/26/2006 0+90 C 4 125.4 125 0.5944 09/26/2006 1+20 B 1 124.4 09/26/2006 1+20 B 2 125.9 09/26/2006 1+20 B 3 125.8 09/26/2006 1+20 B 4 124.9 125.25 0.7234 09/26/2006 1+30 A 1 126.8 09/26/2006 1+30 A 2 125.5 09/26/2006 1+30 A 3 125.8 09/26/2006 1+30 A 4 125.3 125.85 0.6658 09/26/2006 1+30 B 1 124.6 09/26/2006 1+30 B 2 125.9 09/26/2006 1+30 B 3 123.8 09/26/2006 1+30 B 4 125.3 124.9 0.9055 09/26/2006 1+30 C 1 127.3 09/26/2006 1+30 C 2 126.4 09/26/2006 1+30 C 3 127.6 09/26/2006 1+30 C 4 127 127.08 0.5123 09/26/2006 1+70 A 1 126 09/26/2006 1+70 A 2 126.7 09/26/2006 1+70 A 3 125.1 09/26/2006 1+70 A 4 125.6 125.85 0.6758 09/26/2006 1+70 B 1 123.3 09/26/2006 1+70 B 2 122.7 09/26/2006 1+70 B 3 124.6 09/26/2006 1+70 B 4 124.2 123.7 0.8602 09/26/2006 1+70 C 1 128.1 09/26/2006 1+70 C 2 125.1 09/26/2006 1+70 C 3 128.2 09/26/2006 1+70 C 4 124.9 126.58 1.8209 09/26/2006 2+00 A 1 126.2 09/26/2006 2+00 A 2 123.9 09/26/2006 2+00 A 3 126.4 09/26/2006 2+00 A 4 124.3 125.2 1.2832 09/26/2006 2+00 B 1 125.4 09/26/2006 2+00 B 2 123.9 09/26/2006 2+00 B 3 123.1
C-606 Table 258. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-7, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/26/2006 2+00 B 4 123 123.85 1.1091 09/26/2006 2+00 C 1 124.8 09/26/2006 2+00 C 2 125.7 09/26/2006 2+00 C 3 123.3 09/26/2006 2+00 C 4 126.4 125.05 1.3379 09/27/2006 0+10 A 1 124.6 09/27/2006 0+10 A 2 125.4 09/27/2006 0+10 A 3 124.8 09/27/2006 0+10 A 4 122.7 124.38 1.1673 09/27/2006 0+10 B 1 123.6 09/27/2006 0+10 B 2 118.8 09/27/2006 0+10 B 3 120.5 09/27/2006 0+10 B 4 120 120.73 2.0451 09/27/2006 0+10 C 1 124.8 09/27/2006 0+10 C 2 124.1 09/27/2006 0+10 C 3 124 09/27/2006 0+10 C 4 124 124.23 0.3862 09/27/2006 0+50 A 1 125.7 09/27/2006 0+50 A 2 124.6 09/27/2006 0+50 A 3 127.1 09/27/2006 0+50 A 4 123.9 125.33 1.3961 09/27/2006 0+50 B 1 122.6 09/27/2006 0+50 B 2 123.8 09/27/2006 0+50 B 3 124.3 09/27/2006 0+50 B 4 122.8 123.38 0.8098 09/27/2006 0+50 C 1 125.7 09/27/2006 0+50 C 2 124.5 09/27/2006 0+50 C 3 124.7 09/27/2006 0+50 C 4 125.3 125.05 0.5508 09/27/2006 0+75 B 1 120.9 09/27/2006 0+75 B 2 126.7 09/27/2006 0+75 B 3 121.4 09/27/2006 0+75 B 4 123.1 123.03 2.6247 09/27/2006 0+90 A 1 125.1 09/27/2006 0+90 A 2 124.5 09/27/2006 0+90 A 3 124.6 09/27/2006 0+90 A 4 124.5 124.68 0.2872
C-607 Table 258. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-7, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 0+90 B 1 122.9 09/27/2006 0+90 B 2 123.1 09/27/2006 0+90 B 3 122 09/27/2006 0+90 B 4 122.6 122.65 0.4796 09/27/2006 0+90 C 1 125.7 09/27/2006 0+90 C 2 124.4 09/27/2006 0+90 C 3 124.5 09/27/2006 0+90 C 4 123.9 124.63 0.7632 09/27/2006 1+20 B 1 124.6 09/27/2006 1+20 B 2 122 09/27/2006 1+20 B 3 120.9 09/27/2006 1+20 B 4 123.8 122.83 1.682 09/27/2006 1+30 A 1 127 09/27/2006 1+30 A 2 126.1 09/27/2006 1+30 A 3 125.3 09/27/2006 1+30 A 4 123 125.35 1.7137 09/27/2006 1+30 B 1 124 09/27/2006 1+30 B 2 124.8 09/27/2006 1+30 B 3 124 09/27/2006 1+30 B 4 124 124.2 0.4 09/27/2006 1+30 C 1 126.7 09/27/2006 1+30 C 2 126 09/27/2006 1+30 C 3 126.4 09/27/2006 1+30 C 4 125 126.03 0.7411 09/27/2006 1+70 A 1 125.6 09/27/2006 1+70 A 2 126.1 09/27/2006 1+70 A 3 125.3 09/27/2006 1+70 A 4 125.8 125.7 0.3367 09/27/2006 1+70 B 1 123.8 09/27/2006 1+70 B 2 123.6 09/27/2006 1+70 B 3 123.3 09/27/2006 1+70 B 4 123.6 123.58 0.2062 09/27/2006 1+70 C 1 127.1 09/27/2006 1+70 C 2 123.5 09/27/2006 1+70 C 3 126.7 09/27/2006 1+70 C 4 123.5 125.2 1.9698 09/27/2006 2+00 A 1 124.5
C-608 Table 258. Density meas. by Pavetracker 10232 â Non-nuclear Gage on E-7, AL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 2+00 A 2 124.4 09/27/2006 2+00 A 3 123.5 09/27/2006 2+00 A 4 124.5 124.23 0.4856 09/27/2006 2+00 B 1 122.8 09/27/2006 2+00 B 2 124 09/27/2006 2+00 B 3 123.3 09/27/2006 2+00 B 4 123.9 123.5 0.5598 09/27/2006 2+00 C 1 125.1 09/27/2006 2+00 C 2 124.4 09/27/2006 2+00 C 3 124.2 09/27/2006 2+00 C 4 123.2 124.23 0.7848
C-609 Table 259. Modulus measured by PSPA on E-7, AL, ksi Test Date Station Point Trial # Modulus Average 09/26/2006 0+10 A 1 223 223 09/26/2006 0+10 B 1 293 293 09/26/2006 0+10 C 1 228 228 09/26/2006 0+50 A 1 249 249 09/26/2006 0+50 B 1 352 352 09/26/2006 0+50 C 1 334 334 09/26/2006 0+75 B 1 284 284 09/26/2006 0+90 A 1 246 246 09/26/2006 0+90 B 1 292 292 09/26/2006 0+90 C 1 315 315 09/26/2006 1+20 B 1 289 289 09/26/2006 1+30 A 1 240 240 09/26/2006 1+30 B 1 351 351 09/26/2006 1+30 C 1 267 267 09/26/2006 1+70 A 1 214 214 09/26/2006 1+70 B 1 174 174 09/26/2006 1+70 C 1 185 185 09/26/2006 2+00 A 1 242 242 09/26/2006 2+00 B 1 209 209 09/26/2006 2+00 C 1 232 232 09/27/2006 0+10 A 1 521 521 09/27/2006 0+10 B 1 427 427 09/27/2006 0+10 C 1 459 459 09/27/2006 0+50 A 1 512 512 09/27/2006 0+50 B 1 384 384 09/27/2006 0+50 C 1 455 455 09/27/2006 0+75 B 1 434 434 09/27/2006 0+90 A 1 483 483 09/27/2006 0+90 B 1 407 407 09/27/2006 0+90 C 1 420 420 09/27/2006 1+20 B 1 458 458 09/27/2006 1+30 A 1 409 409 09/27/2006 1+30 B 1 410 410 09/27/2006 1+30 C 1 452 452 09/27/2006 1+70 A 1 457 457 09/27/2006 1+70 B 1 426 426 09/27/2006 1+70 C 1 474 474
C-610 Table 260. Modulus measured by PSPA on E-7, AL, ksi Continued Test Date Station Point Trial # Modulus Average 09/27/2006 2+00 A 1 506 506 09/27/2006 2+00 B 1 412 412 09/27/2006 2+00 C 1 380 380
C-611 N-1 FLORIDA TEST SECTION AT NCAT 0+ 65 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Florida N-1 (Tests conducted on Hot Asphalt - Lift 1 + DGC on 8/27) 0+ 00 0+ 10 0+ 50 1+ 50 1+ 95 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout A is 5-ft from inner edge, B is 3-ft from A and C is 3-ft from B C B A 0+ 30 1+ 90 0+ 65 0+ 00 0+ 10 0+ 50 1+ 50 1+ 95 2+ 00 (a pp ro x. ) St ar t En d 0+ 30 1+ 90 0+ 65 0+ 65 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 1+ 50 1+ 50 1+ 95 1+ 95 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 30 0+ 30 1+ 90 1+ 90 a) Lift 1 tested on August 28, 2006 0+ 80 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Florida N-1 (Tests conducted on Hot Asphalt - Lift 2 + DGC on 8/28) 0+ 00 0+ 10 0+ 50 1+ 25 1+ 45 2+ 00 (a pp ro x. ) S ta rt E nd A is 5-ft from inner edge, B is 3-ft from A and C is 3-ft from B C B A 0+ 40 1+ 40 0+ 80 0+ 80 0+ 00 0+ 00 0+ 10 0+ 10 0+ 50 0+ 50 1+ 25 1+ 25 1+ 45 1+ 45 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) S ta rt E nd 0+ 40 0+ 40 1+ 40 1+ 40 b) Lift 2 tested on August 29, 2006
C-612 Table 261. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-1, FL, pcf Test Date Station Point Trial # Density Average Std Dev 09/27/2006 0+10 A 1 129.6 09/27/2006 0+10 A 2 129 09/27/2006 0+10 A 3 126.8 09/27/2006 0+10 A 4 129.7 128.78 1.3525 09/27/2006 0+10 B 1 130.6 09/27/2006 0+10 B 2 130.2 09/27/2006 0+10 B 3 132.2 09/27/2006 0+10 B 4 131 131 0.8641 09/27/2006 0+10 C 1 131.9 09/27/2006 0+10 C 2 131.5 09/27/2006 0+10 C 3 133.1 09/27/2006 0+10 C 4 132.6 132.28 0.7136 09/27/2006 0+30 B 1 130.2 09/27/2006 0+30 B 2 132.7 09/27/2006 0+30 B 3 130.1 09/27/2006 0+30 B 4 135.1 132.03 2.3768 09/27/2006 0+50 A 1 127.4 09/27/2006 0+50 A 2 126.3 09/27/2006 0+50 A 3 130.2 09/27/2006 0+50 A 4 129.9 128.45 1.9053 09/27/2006 0+50 B 1 131.9 09/27/2006 0+50 B 2 129 09/27/2006 0+50 B 3 130.2 09/27/2006 0+50 B 4 132.2 130.83 1.5019 09/27/2006 0+50 C 1 130.6 09/27/2006 0+50 C 2 136.7 09/27/2006 0+50 C 3 134.4 09/27/2006 0+50 C 4 133.7 133.85 2.5173 09/27/2006 0+65 B 1 132.7 09/27/2006 0+65 B 2 130.6 09/27/2006 0+65 B 3 129.5 09/27/2006 0+65 B 4 128 130.2 1.9782 09/27/2006 1+50 A 1 132.7 09/27/2006 1+50 A 2 130 09/27/2006 1+50 A 3 129.5 09/27/2006 1+50 A 4 130.8 130.75 1.4059 09/27/2006 1+50 B 1 132.1
C-613 Table 262. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-1, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+50 B 2 133.9 09/27/2006 1+50 B 3 133.8 09/27/2006 1+50 B 4 132.6 133.1 0.8907 09/27/2006 1+50 C 1 132.8 09/27/2006 1+50 C 2 135.7 09/27/2006 1+50 C 3 135.7 09/27/2006 1+50 C 4 132.8 134.25 1.6743 09/27/2006 1+90 A 1 130.5 09/27/2006 1+90 A 2 129.5 09/27/2006 1+90 A 3 132.1 09/27/2006 1+90 A 4 131.8 130.98 1.2038 09/27/2006 1+90 B 1 129.3 09/27/2006 1+90 B 2 129.2 09/27/2006 1+90 B 3 128 09/27/2006 1+90 B 4 127.9 128.6 0.7528 09/27/2006 1+90 C 1 130.2 09/27/2006 1+90 C 2 130.6 09/27/2006 1+90 C 3 130.3 09/27/2006 1+90 C 4 127.4 129.63 1.493 09/27/2006 1+95 A 1 131.6 09/27/2006 1+95 A 2 132.6 09/27/2006 1+95 A 3 133.2 09/27/2006 1+95 A 4 130.3 131.93 1.2685 09/27/2006 1+95 B 1 128.8 09/27/2006 1+95 B 2 131.9 09/27/2006 1+95 B 3 129.4 09/27/2006 1+95 B 4 127.4 129.38 1.8804 09/27/2006 1+95 C 1 130.3 09/27/2006 1+95 C 2 127.2 09/27/2006 1+95 C 3 130.7 09/27/2006 1+95 C 4 130.7 129.73 1.6939 09/28/2006 0+10 A 1 127.6 09/28/2006 0+10 A 2 129.1 09/28/2006 0+10 A 3 128.7 09/28/2006 0+10 A 4 128.3 128.43 0.6397
C-614 Table 262. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-1, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/28/2006 0+10 B 1 126.4 09/28/2006 0+10 B 2 127.3 09/28/2006 0+10 B 3 125.4 09/28/2006 0+10 B 4 126.7 126.45 0.7937 09/28/2006 0+10 C 1 126.8 09/28/2006 0+10 C 2 126.4 09/28/2006 0+10 C 3 125.3 09/28/2006 0+10 C 4 125.1 125.9 0.8287 09/28/2006 0+40 B 1 127 09/28/2006 0+40 B 2 127.2 09/28/2006 0+40 B 3 126.7 09/28/2006 0+40 B 4 127.1 127 0.216 09/28/2006 0+50 A 1 125.9 09/28/2006 0+50 A 2 124.6 09/28/2006 0+50 A 3 128 09/28/2006 0+50 A 4 125.3 125.95 1.4663 09/28/2006 0+50 B 1 125.9 09/28/2006 0+50 B 2 126.6 09/28/2006 0+50 B 3 125.2 09/28/2006 0+50 B 4 125.2 125.73 0.6702 09/28/2006 0+50 C 1 124.4 09/28/2006 0+50 C 2 127.1 09/28/2006 0+50 C 3 125.2 09/28/2006 0+50 C 4 125.3 125.5 1.1402 09/28/2006 0+80 B 1 128.8 09/28/2006 0+80 B 2 126.2 09/28/2006 0+80 B 3 127.6 09/28/2006 0+80 B 4 128.8 127.85 1.2369 09/28/2006 1+25 A 1 128.8 09/28/2006 1+25 A 2 128.1 09/28/2006 1+25 A 3 128.8 09/28/2006 1+25 A 4 127.5 128.3 0.6272 09/28/2006 1+25 B 1 128.5 09/28/2006 1+25 B 2 128.3 09/28/2006 1+25 B 3 128.1 09/28/2006 1+25 B 4 128.3 128.3 0.1633
C-615 Table 262. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-1, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/28/2006 1+25 C 1 125.2 09/28/2006 1+25 C 2 126.9 09/28/2006 1+25 C 3 127 09/28/2006 1+25 C 4 125.9 126.25 0.8583 09/28/2006 1+40 A 1 128 09/28/2006 1+40 A 2 127 09/28/2006 1+40 A 3 127.7 09/28/2006 1+40 A 4 126.2 127.23 0.8016 09/28/2006 1+40 B 1 126.1 09/28/2006 1+40 B 2 127.5 09/28/2006 1+40 B 3 126.2 09/28/2006 1+40 B 4 126.9 126.68 0.6551 09/28/2006 1+40 C 1 125.6 09/28/2006 1+40 C 2 124.9 09/28/2006 1+40 C 3 125.7 09/28/2006 1+40 C 4 125.4 125.4 0.3559 09/28/2006 1+45 A 1 128.3 09/28/2006 1+45 A 2 128 09/28/2006 1+45 A 3 126.4 09/28/2006 1+45 A 4 127.6 127.58 0.8342 09/28/2006 1+45 B 1 126.5 09/28/2006 1+45 B 2 126.7 09/28/2006 1+45 B 3 126.5 09/28/2006 1+45 B 4 127 126.68 0.2363 09/28/2006 1+45 C 1 130.2 09/28/2006 1+45 C 2 130.5 09/28/2006 1+45 C 3 130.9 09/28/2006 1+45 C 4 127.7 129.83 1.4454
C-616 Table 263. Modulus measured by PSPA on N-1, FL, ksi Test Date Station Point Trial # Modulus Average 09/27/2006 0+10 A 1 127 127 09/27/2006 0+10 B 1 130 130 09/27/2006 0+10 C 1 113 113 09/27/2006 0+30 B 1 127 127 09/27/2006 0+50 A 1 107 107 09/27/2006 0+50 B 1 113 113 09/27/2006 0+50 C 1 115 115 09/27/2006 0+65 B 1 141 141 09/27/2006 1+50 A 1 122 122 09/27/2006 1+50 B 1 120 120 09/27/2006 1+50 C 1 117 117 09/27/2006 1+90 A 1 121 121 09/27/2006 1+90 B 1 111 111 09/27/2006 1+90 C 1 123 123 09/27/2006 1+95 A 1 144 144 09/27/2006 1+95 B 1 137 137 09/27/2006 1+95 C 1 115 115 09/28/2006 0+10 B 1 402 402 09/28/2006 0+10 C 1 416 416 09/28/2006 0+40 B 1 426 426 09/28/2006 0+50 A 1 461 461 09/28/2006 0+50 B 1 433 433 09/28/2006 0+50 C 1 422 422 09/28/2006 0+80 B 1 542 542 09/28/2006 1+25 A 1 426 426 09/28/2006 1+25 B 1 454 454 09/28/2006 1+25 C 1 390 390 09/28/2006 1+40 A 1 432 432 09/28/2006 1+40 B 1 453 453 09/28/2006 1+40 C 1 447 447 09/28/2006 1+45 A 1 497 497 09/28/2006 1+45 B 1 490 490 09/28/2006 1+45 C 1 539 539 09/28/2006 0+10 A 1 370 370 09/28/2006 0+10 B 1 252 252 09/28/2006 0+10 C 1 286 286 09/28/2006 0+40 B 1 252 252
C-617 Table 264. Modulus measured by PSPA on N-1, FL, ksi Continued Test Date Station Point Trial # Modulus Average 09/28/2006 0+50 A 1 250 250 09/28/2006 0+50 B 1 256 256 09/28/2006 0+50 C 1 240 240 09/28/2006 0+80 B 1 245 245 09/28/2006 1+25 A 1 277 277 09/28/2006 1+25 B 1 300 300 09/28/2006 1+25 C 1 345 345 09/28/2006 1+40 A 1 310 310 09/28/2006 1+40 B 1 264 264 09/28/2006 1+40 C 1 289 289 09/28/2006 1+45 A 1 215 215 09/28/2006 1+45 B 1 247 247 09/28/2006 1+45 C 1 226 226 09/28/2006 0+10 A 1 208 208
C-618 N-2 FLORIDA TEST SECTION AT NCAT 0+ 70 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Florida N-2 (Tests conducted on Hot Asphalt - Lift 1 + DGC on 8/27) 0+ 00 0+ 85 0+ 50 1+ 20 1+ 50 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout A is 5-ft from inner edge, B is 3-ft from A and C is 3-ft from B C B A 0+ 30 1+ 45 0+ 70 0+ 70 0+ 00 0+ 00 0+ 85 0+ 85 0+ 50 0+ 50 1+ 20 1+ 20 1+ 50 1+ 50 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 30 0+ 30 1+ 45 1+ 45 a) Lift 1 tested on August 28, 2006 0+ 75 Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker, PQI & Nuclear Density Gauge NCAT Test Section â Florida N-2 (Tests conducted on Hot Asphalt - Lift 2 + DGC on 8/28) 0+ 00 0+ 85 0+ 80 1+ 70 1+ 52 2+ 00 (a pp ro x. ) St ar t En d A is 5-ft from inner edge, B is 3-ft from A and C is 3-ft from B C B A 0+ 20 1+ 40 0+ 75 0+ 75 0+ 00 0+ 00 0+ 85 0+ 85 0+ 80 0+ 80 1+ 70 1+ 70 1+ 52 1+ 52 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 20 0+ 20 1+ 40 1+ 40 b) Lift 2 tested on August 29, 2006
C-619 Table 265. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-2, FL, pcf Test Date Station Point Trial # Density Average Std Dev 09/27/2006 0+30 A 1 130.7 09/27/2006 0+30 A 2 130.6 09/27/2006 0+30 A 3 130.9 09/27/2006 0+30 A 4 133.6 131.45 1.4387 09/27/2006 0+30 B 1 128.9 09/27/2006 0+30 B 2 127.1 09/27/2006 0+30 B 3 126.5 09/27/2006 0+30 B 4 130.1 128.15 1.6523 09/27/2006 0+30 C 1 132 09/27/2006 0+30 C 2 134.4 09/27/2006 0+30 C 3 130.5 09/27/2006 0+30 C 4 131.1 132 1.7146 09/27/2006 0+50 B 1 128.3 09/27/2006 0+50 B 2 129.5 09/27/2006 0+50 B 3 131.5 09/27/2006 0+50 B 4 130 129.83 1.3251 09/27/2006 0+70 A 1 133.1 09/27/2006 0+70 A 2 131.2 09/27/2006 0+70 A 3 134.1 09/27/2006 0+70 A 4 129.4 131.95 2.0825 09/27/2006 0+70 B 1 129.8 09/27/2006 0+70 B 2 132.3 09/27/2006 0+70 B 3 129.4 09/27/2006 0+70 B 4 131.3 130.7 1.3441 09/27/2006 0+70 C 1 133.6 09/27/2006 0+70 C 2 133 09/27/2006 0+70 C 3 133.4 09/27/2006 0+70 C 4 130.2 132.55 1.5864 09/27/2006 0+85 B 1 130.9 09/27/2006 0+85 B 2 131.8 09/27/2006 0+85 B 3 129.3 09/27/2006 0+85 B 4 131.2 130.8 1.0677 09/27/2006 1+20 A 1 132.7 09/27/2006 1+20 A 2 131 09/27/2006 1+20 A 3 132.5 09/27/2006 1+20 A 4 132.1 132.08 0.7588 09/27/2006 1+20 B 1 132.1
C-620 Table 266. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-2, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/27/2006 1+20 B 2 131.5 09/27/2006 1+20 B 3 131.9 09/27/2006 1+20 B 4 130 131.38 0.95 09/27/2006 1+20 C 1 132.3 09/27/2006 1+20 C 2 131.9 09/27/2006 1+20 C 3 133.1 09/27/2006 1+20 C 4 132.4 132.43 0.4992 09/27/2006 1+45 A 1 130.1 09/27/2006 1+45 A 2 132.1 09/27/2006 1+45 A 3 130.3 09/27/2006 1+45 A 4 134.5 131.75 2.0421 09/27/2006 1+45 B 1 131.5 09/27/2006 1+45 B 2 130.4 09/27/2006 1+45 B 3 130.6 09/27/2006 1+45 B 4 132.8 131.33 1.0935 09/27/2006 1+45 C 1 130.3 09/27/2006 1+45 C 2 131.2 09/27/2006 1+45 C 3 131.3 09/27/2006 1+45 C 4 129.5 130.58 0.8461 09/27/2006 1+50 A 1 131.2 09/27/2006 1+50 A 2 136.7 09/27/2006 1+50 A 3 133 09/27/2006 1+50 A 4 132.8 133.43 2.3272 09/27/2006 1+50 B 1 133.3 09/27/2006 1+50 B 2 133.9 09/27/2006 1+50 B 3 131.5 09/27/2006 1+50 B 4 131.8 132.63 1.1587 09/27/2006 1+50 C 1 136.2 09/27/2006 1+50 C 2 132.4 09/27/2006 1+50 C 3 130.9 09/27/2006 1+50 C 4 132.9 133.1 2.2346 09/28/2006 0+20 A 1 128.9 09/28/2006 0+20 A 2 126.5 09/28/2006 0+20 A 3 127.2 09/28/2006 0+20 A 4 127.3 127.48 1.0145
C-621 Table 266. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-2, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/28/2006 0+20 B 1 128.1 09/28/2006 0+20 B 2 126.9 09/28/2006 0+20 B 3 128.2 09/28/2006 0+20 B 4 128.9 128.03 0.8302 09/28/2006 0+20 C 1 127.8 09/28/2006 0+20 C 2 129.3 09/28/2006 0+20 C 3 128.2 09/28/2006 0+20 C 4 128.2 128.38 0.6449 09/28/2006 0+75 A 1 130.5 09/28/2006 0+75 A 2 130.3 09/28/2006 0+75 A 3 128.9 09/28/2006 0+75 A 4 129.8 129.88 0.7136 09/28/2006 0+75 B 1 128.4 09/28/2006 0+75 B 2 128.2 09/28/2006 0+75 B 3 127.8 09/28/2006 0+75 B 4 128.2 128.15 0.2517 09/28/2006 0+75 C 1 128.6 09/28/2006 0+75 C 2 128.7 09/28/2006 0+75 C 3 128.6 09/28/2006 0+75 C 4 126.8 128.18 0.9179 09/28/2006 0+85 B 1 128.5 09/28/2006 0+85 B 2 126.1 09/28/2006 0+85 B 3 127.4 09/28/2006 0+85 B 4 126.9 127.23 1.0046 09/28/2006 1+40 A 1 128.1 09/28/2006 1+40 A 2 127.7 09/28/2006 1+40 A 3 127.5 09/28/2006 1+40 A 4 127.6 127.73 0.263 09/28/2006 1+40 B 1 126.7 09/28/2006 1+40 B 2 126.1 09/28/2006 1+40 B 3 126.9 09/28/2006 1+40 B 4 125 126.18 0.8539 09/28/2006 1+40 C 1 127.6 09/28/2006 1+40 C 2 128.2 09/28/2006 1+40 C 3 127.6 09/28/2006 1+40 C 4 128.2 127.9 0.3464
C-622 Table 266. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-2, FL, pcf Continued Test Date Station Point Trial # Density Average Std Dev 09/28/2006 1+52 B 1 128 09/28/2006 1+52 B 2 129.3 09/28/2006 1+52 B 3 127.3 09/28/2006 1+52 B 4 127.5 128.03 0.8995 09/28/2006 1+70 A 1 128.8 09/28/2006 1+70 A 2 127.2 09/28/2006 1+70 A 3 128.1 09/28/2006 1+70 A 4 128.6 128.18 0.7136 09/28/2006 1+70 B 1 127.5 09/28/2006 1+70 B 2 127.4 09/28/2006 1+70 B 3 126.2 09/28/2006 1+70 B 4 128.2 127.33 0.8302 09/28/2006 1+70 C 1 128 09/28/2006 1+70 C 2 126 09/28/2006 1+70 C 3 127.4 09/28/2006 1+70 C 4 127.8 127.3 0.9018 09/28/2006 1+80 A 1 130.1 09/28/2006 1+80 A 2 128.8 09/28/2006 1+80 A 3 130.7 09/28/2006 1+80 A 4 130.7 130.08 0.8958 09/28/2006 1+80 B 1 128.5 09/28/2006 1+80 B 2 128.3 09/28/2006 1+80 B 3 127.6 09/28/2006 1+80 B 4 126.2 127.65 1.0408 09/28/2006 1+80 C 1 127.1 09/28/2006 1+80 C 2 128.4 09/28/2006 1+80 C 3 128.2 09/28/2006 1+80 C 4 126.3 127.5 0.9832
C-623 Table 267. Modulus measured by PSPA on N-2, FL, ksi Test Date Station Point Trial # Modulus Average 09/27/2006 0+30 A 1 112 112 09/27/2006 0+30 B 1 88 88 09/27/2006 0+30 C 1 100 100 09/27/2006 0+50 B 1 104 104 09/27/2006 0+70 A 1 114 114 09/27/2006 0+70 B 1 118 118 09/27/2006 0+70 C 1 117 117 09/27/2006 0+85 B 1 107 107 09/27/2006 1+20 A 1 99 99 09/27/2006 1+20 B 1 102 102 09/27/2006 1+20 C 1 107 107 09/27/2006 1+45 A 1 119 119 09/27/2006 1+45 B 1 117 117 09/27/2006 1+45 C 1 111 111 09/27/2006 1+50 A 1 184 184 09/27/2006 1+50 B 1 228 228 09/27/2006 1+50 C 1 198 198 09/28/2006 0+20 B 1 497 497 09/28/2006 0+20 C 1 441 441 09/28/2006 0+75 A 1 460 460 09/28/2006 0+75 B 1 498 498 09/28/2006 0+75 C 1 402 402 09/28/2006 0+85 B 1 511 511 09/28/2006 1+40 A 1 469 469 09/28/2006 1+40 B 1 438 438 09/28/2006 1+40 C 1 477 477 09/28/2006 1+52 B 1 532 532 09/28/2006 1+70 A 1 399 399 09/28/2006 1+70 B 1 441 441 09/28/2006 1+70 C 1 390 390 09/28/2006 1+80 A 1 592 592 09/28/2006 1+80 B 1 523 523 09/28/2006 1+80 C 1 541 541 09/28/2006 0+20 A 1 477 477 09/28/2006 0+20 B 1 246 246 09/28/2006 0+20 C 1 276 276 09/28/2006 0+75 A 1 307 307
C-624 Table 268. Modulus measured by PSPA on N-2, FL, ksi Continued Test Date Station Point Trial # Modulus Average 09/28/2006 0+75 B 1 297 297 09/28/2006 0+75 C 1 354 354 09/28/2006 0+85 B 1 270 270 09/28/2006 1+40 A 1 359 359 09/28/2006 1+40 B 1 321 321 09/28/2006 1+40 C 1 268 268 09/28/2006 1+52 B 1 290 290 09/28/2006 1+70 A 1 292 292 09/28/2006 1+70 B 1 335 335 09/28/2006 1+70 C 1 239 239 09/28/2006 1+80 A 1 279 279 09/28/2006 1+80 B 1 253 253 09/28/2006 1+80 C 1 273 273 09/28/2006 0+20 A 1 229 229
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C-626 N-10 MISSOURI TEST SECTION AT NCAT Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker and NDG NCAT Test Section â Missouri N10 (Tests conducted on hot AC â first lift â 10/10/06 â Grid and DGC) 0+ 00 0+ 40 1+ 70 1+ 60 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 65 0+ 80 1+ 16 1+ 20 0+ 00 0+ 00 0+ 40 0+ 40 1+ 70 1+ 70 1+ 60 1+ 60 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 65 0+ 65 0+ 80 0+ 80 1+ 16 1+ 16 1+ 20 1+ 20
C-627 Table 269. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-10, MO, pcf Test Date Station Point Trial # Density Average Std Dev 10/10/2006 0+40 A 1 140.2 10/10/2006 0+40 A 2 141.7 10/10/2006 0+40 A 3 142.2 10/10/2006 0+40 A 4 140.4 141.13 0.9777 10/10/2006 0+40 B 1 147.4 10/10/2006 0+40 B 2 141.2 10/10/2006 0+40 B 3 147.4 10/10/2006 0+40 B 4 143.6 144.9 3.0485 10/10/2006 0+40 C 1 137.4 10/10/2006 0+40 C 2 141.1 10/10/2006 0+40 C 3 137 10/10/2006 0+40 C 4 137.3 138.2 1.9408 10/10/2006 0+65 B 1 140.9 10/10/2006 0+65 B 2 140.8 10/10/2006 0+65 B 3 140.7 10/10/2006 0+65 B 4 140.8 140.8 0.0816 10/10/2006 0+80 A 1 138.2 10/10/2006 0+80 A 2 141.9 10/10/2006 0+80 A 3 139.9 10/10/2006 0+80 A 4 141.1 140.28 1.6091 10/10/2006 0+80 B 1 135.1 10/10/2006 0+80 B 2 139.5 10/10/2006 0+80 B 3 134.8 10/10/2006 0+80 B 4 138.8 137.05 2.4447 10/10/2006 0+80 C 1 138.8 10/10/2006 0+80 C 2 137.9 10/10/2006 0+80 C 3 139 10/10/2006 0+80 C 4 138.4 138.53 0.4856 10/10/2006 1+16 B 1 138.2 10/10/2006 1+16 B 2 138.4 10/10/2006 1+16 B 3 138.7 10/10/2006 1+16 B 4 137.1 138.1 0.6976 10/10/2006 1+20 A 1 136.2 10/10/2006 1+20 A 2 140.9 10/10/2006 1+20 A 3 138 10/10/2006 1+20 A 4 139.5 138.65 2.0174 10/10/2006 1+20 B 1 138.9
C-628 Table 270. Density meas. by Pavetracker 10232 â Non-nuclear Gage on N-10, MO, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/10/2006 1+20 B 2 136.4 10/10/2006 1+20 B 3 139.6 10/10/2006 1+20 B 4 143 139.48 2.722 10/10/2006 1+20 C 1 137.7 10/10/2006 1+20 C 2 143 10/10/2006 1+20 C 3 140.6 10/10/2006 1+20 C 4 136.1 139.35 3.0643 10/10/2006 1+70 A 1 138 10/10/2006 1+70 A 2 137.2 10/10/2006 1+70 A 3 138 10/10/2006 1+70 A 4 138.7 137.98 0.6131 10/10/2006 1+70 B 1 136.9 10/10/2006 1+70 B 2 136.5 10/10/2006 1+70 B 3 136.7 10/10/2006 1+70 B 4 137.7 136.95 0.526 10/10/2006 1+70 C 1 137.7 10/10/2006 1+70 C 2 137.8 10/10/2006 1+70 C 3 137 10/10/2006 1+70 C 4 136 137.13 0.8302 10/10/2006 1+88 A 1 136.7 10/10/2006 1+88 A 2 141.5 10/10/2006 1+88 A 3 138.8 10/10/2006 1+88 A 4 147 141 4.4565 10/10/2006 1+88 B 1 138.2 10/10/2006 1+88 B 2 140.6 10/10/2006 1+88 B 3 139.1 10/10/2006 1+88 B 4 136.2 138.53 1.8392 10/10/2006 1+88 C 1 142.2 10/10/2006 1+88 C 2 138.3 10/10/2006 1+88 C 3 138.9 10/10/2006 1+88 C 4 139.7 139.78 1.7154
C-629 Table 271. Modulus measured by PSPA on N-10, MO, ksi Test Date Station Point Trial # Modulus Average 10/10/2006 0+40 A 1 360 360 10/10/2006 0+40 B 1 306 306 10/10/2006 0+40 C 1 320 320 10/10/2006 0+65 B 1 311 311 10/10/2006 0+80 A 1 275 275 10/10/2006 0+80 B 1 352 352 10/10/2006 0+80 C 1 365 365 10/10/2006 1+16 B 1 356 356 10/10/2006 1+20 A 1 304 304 10/10/2006 1+20 B 1 324 324 10/10/2006 1+20 C 1 362 362 10/10/2006 1+70 A 1 338 338 10/10/2006 1+70 B 1 333 333 10/10/2006 1+70 C 1 369 369 10/10/2006 1+88 A 1 340 340 10/10/2006 1+88 B 1 401 401 10/10/2006 1+88 C 1 344 344 10/11/2006 0+40 A 1 374 374 10/11/2006 0+40 B 1 423 423 10/11/2006 0+40 C 1 397 397 10/11/2006 0+65 B 1 402 402 10/11/2006 0+80 A 1 320 320 10/11/2006 0+80 B 1 410 410 10/11/2006 0+80 C 1 390 390 10/11/2006 1+16 B 1 422 422 10/11/2006 1+20 A 1 378 378 10/11/2006 1+20 B 1 357 357 10/11/2006 1+20 C 1 456 456 10/11/2006 1+70 A 1 355 355 10/11/2006 1+70 B 1 477 477 10/11/2006 1+70 C 1 466 466 10/11/2006 1+88 A 1 370 370 10/11/2006 1+88 B 1 487 487 10/11/2006 1+88 C 1 465 465 10/16/2006 0+40 B 1 635 635 10/16/2006 0+40 C 1 634 634 10/16/2006 0+80 A 1 664 664
C-630 Table 272. Modulus measured by PSPA on N-10, MO, ksi Continued Test Date Station Point Trial # Modulus Average 10/16/2006 0+80 B 1 642 642 10/16/2006 0+80 C 1 651 651 10/16/2006 1+10 A 1 618 618 10/16/2006 1+10 B 1 653 653 10/16/2006 1+10 C 1 683 683 10/16/2006 1+80 A 1 723 723 10/16/2006 1+80 B 1 736 736 10/16/2006 1+80 C 1 690 690 10/16/2006 1+90 A 1 669 669 10/16/2006 1+90 B 1 661 661 10/16/2006 1+90 C 1 629 629 10/16/2006 0+40 A 1 681 681
C-631 S-11 SOUTH CAROLINA TEST SECTION AT NCAT Paving direction (counter-clockwise) Outer Lane Legend Only PaveTracker tests Tests conducted with PaveTracker and NDG NCAT Test Section â Alabama S11 (Tests conducted on hot AC â first lift â 10/11/06 â Grid and DGC) 0+ 00 0+ 20 1+ 30 1+ 80 2+ 00 (a pp ro x. ) St ar t En d NCAT Test Track Layout C B A 0+ 90 1+ 70 0+ 50 0+ 00 0+ 00 0+ 20 0+ 20 1+ 30 1+ 30 1+ 80 1+ 80 2+ 00 (a pp ro x. ) 2+ 00 (a pp ro x. ) St ar t En d 0+ 90 0+ 90 1+ 70 1+ 70 0+ 50 0+ 50
C-632 Table 273. Density meas. by Pavetracker 10232 â Non-nuclear Gage on S-11, SC, pcf Test Date Station Point Trial # Density Average Std Dev 10/11/2006 0+20 A 1 133.8 10/11/2006 0+20 A 2 133.8 10/11/2006 0+20 A 3 135.4 10/11/2006 0+20 A 4 133 134 1.0066 10/11/2006 0+20 B 1 136.3 10/11/2006 0+20 B 2 134.6 10/11/2006 0+20 B 3 133.5 10/11/2006 0+20 B 4 133.4 134.45 1.3478 10/11/2006 0+20 C 1 133.3 10/11/2006 0+20 C 2 135.1 10/11/2006 0+20 C 3 131.8 10/11/2006 0+20 C 4 132.4 133.15 1.4387 10/11/2006 0+50 A 1 136.9 10/11/2006 0+50 A 2 133 10/11/2006 0+50 A 3 135.8 10/11/2006 0+50 A 4 135.6 135.33 1.652 10/11/2006 0+50 B 1 134.3 10/11/2006 0+50 B 2 134.5 10/11/2006 0+50 B 3 135.4 10/11/2006 0+50 B 4 135 134.8 0.4967 10/11/2006 0+50 C 1 135.2 10/11/2006 0+50 C 2 134.4 10/11/2006 0+50 C 3 136.1 10/11/2006 0+50 C 4 132.1 134.45 1.7137 10/11/2006 0+90 B 1 134.7 10/11/2006 0+90 B 2 134.4 10/11/2006 0+90 B 3 136.9 10/11/2006 0+90 B 4 133.3 134.83 1.5086 10/11/2006 1+30 B 1 132.2 10/11/2006 1+30 B 2 131.2 10/11/2006 1+30 B 3 130.9 10/11/2006 1+30 B 4 133.4 131.93 1.1295 10/11/2006 1+70 A 1 133.9 10/11/2006 1+70 A 2 132.7 10/11/2006 1+70 A 3 132.6 10/11/2006 1+70 A 4 132.3 132.88 0.7042 10/11/2006 1+70 B 1 135.2
C-633 Table 274. Density meas. by Pavetracker 10232 â Non-nuclear Gage on S-11, SC, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/11/2006 1+70 B 2 133.3 10/11/2006 1+70 B 3 135.2 10/11/2006 1+70 B 4 137.1 135.2 1.5513 10/11/2006 1+70 C 1 135.5 10/11/2006 1+70 C 2 134.6 10/11/2006 1+70 C 3 134.7 10/11/2006 1+70 C 4 135.1 134.98 0.4113 10/11/2006 1+80 A 1 133.1 10/11/2006 1+80 A 2 135.3 10/11/2006 1+80 A 3 133.9 10/11/2006 1+80 A 4 131.1 133.35 1.754 10/11/2006 1+80 B 1 133 10/11/2006 1+80 B 2 133.4 10/11/2006 1+80 B 3 133.5 10/11/2006 1+80 B 4 137.2 134.28 1.9619 10/11/2006 1+80 C 1 132.8 10/11/2006 1+80 C 2 133.5 10/11/2006 1+80 C 3 134 10/11/2006 1+80 C 4 134.9 133.8 0.8832
C-634 Table 275. Modulus measured by PSPA on S-11, SC, ksi Test Date Station Point Trial # Modulus Average 10/11/2006 0+20 A 1 175 175 10/11/2006 0+20 B 1 186 186 10/11/2006 0+20 C 1 119 119 10/11/2006 0+50 A 1 113 113 10/11/2006 0+50 B 1 156 156 10/11/2006 0+50 C 1 108 108 10/11/2006 0+90 B 1 116 116 10/11/2006 1+30 B 1 136 136 10/11/2006 1+70 A 1 104 104 10/11/2006 1+70 B 1 98 98 10/11/2006 1+70 C 1 97 97 10/11/2006 1+80 A 1 150 150 10/11/2006 1+80 B 1 100 100 10/11/2006 1+80 C 1 120 120 10/16/2006 0+20 A 1 537 537 10/16/2006 0+20 B 1 510 510 10/16/2006 0+20 C 1 487 487 10/16/2006 0+50 A 1 462 462 10/16/2006 0+50 B 1 495 495 10/16/2006 0+50 C 1 501 501 10/16/2006 0+90 B 1 537 537 10/16/2006 1+30 A 1 506 506 10/16/2006 1+30 B 1 502 502 10/16/2006 1+30 C 1 526 526 10/16/2006 1+70 A 1 489 489 10/16/2006 1+70 B 1 417 417 10/16/2006 1+70 C 1 458 458 10/16/2006 1+80 A 1 513 513 10/16/2006 1+80 B 1 459 459 10/16/2006 1+80 C 1 524 524
C-635 SR-53, OHIO, HMA TEST SECTION Legend PaveTracker tests on cold AC PaveTracker tests on hot AC Test direction Northbound SR 53 Southbound lanes (Fremont, Ohio) (Tests on Cold & Hot Asphalt on 10/18/06) C or e #4 -4 C or e #4 -5 C or e #4 -7 C is on Left wheel path, B is along the Center line and A is on the Right wheel path C or e #4 -8 C or e #4 -9 Northbound lanes C or e #4 -6 C or e #2 C or e #5 C or e #6 C or e #4 -1 0 46 1+ 00 (C or e # 2- 2) 50 6+ 60 50 7+ 05 50 7+ 35 Southbound lanes Shoulder 46 2+ 31 (C or e # 2- 3) 46 3+ 50 (C or e # 2- 4) 46 5+ 70 (C or e # 2- 5) 46 6+ 50 (C or e # 2- 6) 46 8+ 30 (C or e # 2- 7) 47 0+ 50 (C or e # 2- 8) 47 1+ 70 (C or e # 2- 9) 47 3+ 50 (C or e # 2- 10 ) 51 1+ 85 (C or e #3 -3 ) 51 6+ 30 (C or e # 3- 4) 51 8+ 75 (C or e # 3- 5) 52 5+ 80 (C or e # 3- 7) 53 2+ 50 (C or e # 3- 9) C B A C B A C B A Inner lane Outer lane C or e #4 -4 C or e #4 -4 C or e #4 -5 C or e #4 -5 C or e #4 -7 C or e #4 -7 C or e #4 -8 C or e #4 -8 C or e #4 -9 C or e #4 -9 C or e #4 -6 C or e #4 -6 C or e #2 C or e #2 C or e #5 C or e #5 C or e #6 C or e #6 C or e #4 -1 0 C or e #4 -1 0 46 1+ 00 (C or e # 2- 2) 46 1+ 00 (C or e # 2- 2) 50 6+ 60 50 6+ 60 50 7+ 05 50 7+ 05 50 7+ 35 50 7+ 35 46 2+ 31 (C or e # 2- 3) 46 2+ 31 (C or e # 2- 3) 46 3+ 50 (C or e # 2- 4) 46 3+ 50 (C or e # 2- 4) 46 5+ 70 (C or e # 2- 5) 46 5+ 70 (C or e # 2- 5) 46 6+ 50 (C or e # 2- 6) 46 6+ 50 (C or e # 2- 6) 46 8+ 30 (C or e # 2- 7) 46 8+ 30 (C or e # 2- 7) 47 0+ 50 (C or e # 2- 8) 47 0+ 50 (C or e # 2- 8) 47 1+ 70 (C or e # 2- 9) 47 1+ 70 (C or e # 2- 9) 47 3+ 50 (C or e # 2- 10 ) 47 3+ 50 (C or e # 2- 10 ) 51 1+ 85 (C or e #3 -3 ) 51 1+ 85 (C or e #3 -3 ) 51 6+ 30 (C or e # 3- 4) 51 6+ 30 (C or e # 3- 4) 51 8+ 75 (C or e # 3- 5) 51 8+ 75 (C or e # 3- 5) 52 5+ 80 (C or e # 3- 7) 52 5+ 80 (C or e # 3- 7) 53 2+ 50 (C or e # 3- 9) 53 2+ 50 (C or e # 3- 9)
C-636 Table 276. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-53, OH, pcf Test Date Station Point Trial # Density Average Std Dev 10/18/2006 506+60 A 1 158.4 10/18/2006 506+60 A 2 157.6 10/18/2006 506+60 A 3 154.1 10/18/2006 506+60 A 4 160.2 157.58 2.5591 10/18/2006 507+05 B 1 162 10/18/2006 507+05 B 2 163.5 10/18/2006 507+05 B 3 157.5 10/18/2006 507+05 B 4 161.5 161.13 2.5617 10/18/2006 507+35 C 1 143.6 10/18/2006 507+35 C 2 158.2 10/18/2006 507+35 C 3 156.3 10/18/2006 507+35 C 4 158.7 154.2 7.1419 10/18/2006 511+85 B 1 153.7 10/18/2006 511+85 B 2 162 10/18/2006 511+85 B 3 160.1 10/18/2006 511+85 B 4 157.8 158.4 3.573 10/18/2006 518+75 B 1 160 10/18/2006 518+75 B 2 159.4 10/18/2006 518+75 B 3 157 10/18/2006 518+75 B 4 148.7 10/18/2006 518+75 B 5 163.6 157.74 5.5784 10/18/2006 525+80 C 1 159.1 10/18/2006 525+80 C 2 152.6 10/18/2006 525+80 C 3 159.9 10/18/2006 525+80 C 4 162.2 158.45 4.1154 10/18/2006 532+50 B 1 161 10/18/2006 532+50 B 2 165.1 10/18/2006 532+50 B 3 160 10/18/2006 532+50 B 4 156.9 10/18/2006 532+50 B 5 148.2 158.24 6.3319 10/18/2006 516+30 C 1 166.6 10/18/2006 516+30 C 2 164 10/18/2006 516+30 C 3 172 10/18/2006 516+30 C 4 167 167.4 3.3427 10/18/2006 461+00 A 1 144.5 10/18/2006 461+00 A 2 148.8 10/18/2006 461+00 A 3 143.9
C-637 Table 277. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 461+00 A 4 142.3 144.88 2.7765 10/18/2006 466+50 B 1 144.8 10/18/2006 466+50 B 2 143.9 10/18/2006 466+50 B 3 145.8 10/18/2006 466+50 B 4 146.6 145.28 1.1758 10/18/2006 470+50 C 1 144.7 10/18/2006 470+50 C 2 147.8 10/18/2006 470+50 C 3 148.3 10/18/2006 470+50 C 4 145.8 146.65 1.6902 10/18/2006 core # 4-10 B 1 140.4 10/18/2006 core # 4-10 B 2 142.4 10/18/2006 core # 4-10 B 3 142.5 10/18/2006 core # 4-10 B 4 139.1 141.1 1.6472 10/18/2006 core # 4-6 B 1 142.3 10/18/2006 core # 4-6 B 2 147 10/18/2006 core # 4-6 B 3 143.9 10/18/2006 core # 4-6 B 4 141.5 143.68 2.4309 10/18/2006 core # 4-8 B 1 143.4 10/18/2006 core # 4-8 B 2 142.8 10/18/2006 core # 4-8 B 3 140.5 10/18/2006 core # 4-8 B 4 141.8 142.13 1.2685 10/18/2006 462+31 B 1 143.3 10/18/2006 462+31 B 2 150.8 10/18/2006 462+31 B 3 145.4 10/18/2006 462+31 B 4 148.4 146.98 3.2989 10/18/2006 465+70 C 1 148.2 10/18/2006 465+70 C 2 145.4 10/18/2006 465+70 C 3 148 10/18/2006 465+70 C 4 150.2 147.95 1.9689 10/18/2006 468+30 C 1 144.1 10/18/2006 468+30 C 2 141 10/18/2006 468+30 C 3 149.5 10/18/2006 468+30 C 4 146.9 145.38 3.6564 10/18/2006 471+70 C 1 148.2 10/18/2006 471+70 C 2 148.8
C-638 Table 277. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 471+70 C 3 149.1 10/18/2006 471+70 C 4 147.4 148.38 0.75 10/18/2006 core # 2 B 1 140.3 10/18/2006 core # 2 B 2 147.7 10/18/2006 core # 2 B 3 140.3 10/18/2006 core # 2 B 4 140.2 142.13 3.717 10/18/2006 core # 4-5 B 1 148.2 10/18/2006 core # 4-5 B 2 149 10/18/2006 core # 4-5 B 3 145.7 10/18/2006 core # 4-5 B 4 145 146.98 1.9259 10/18/2006 core # 5 B 1 146.4 10/18/2006 core # 5 B 2 142.6 10/18/2006 core # 5 B 3 144.4 10/18/2006 core # 5 B 4 148.3 145.43 2.4663 10/18/2006 463+50 A 1 149.7 10/18/2006 463+50 A 2 143.5 10/18/2006 463+50 A 3 144.2 10/18/2006 463+50 A 4 150.8 147.05 3.7332 10/18/2006 473+50 A 1 152.7 10/18/2006 473+50 A 2 146.2 10/18/2006 473+50 A 3 141.2 10/18/2006 473+50 A 4 142.2 145.58 5.2182 10/18/2006 core # 4-4 A 1 147.6 10/18/2006 core # 4-4 A 2 145.8 10/18/2006 core # 4-4 A 3 148.6 10/18/2006 core # 4-4 A 4 147.3 147.33 1.1587 10/18/2006 core # 4-7 C 1 141 10/18/2006 core # 4-7 C 2 144.8 10/18/2006 core # 4-7 C 3 146.7 10/18/2006 core # 4-7 C 4 145.2 144.43 2.4254 10/18/2006 core # 4-9 B 1 149.3 10/18/2006 core # 4-9 B 2 146.1 10/18/2006 core # 4-9 B 3 144.8 10/18/2006 core # 4-9 B 4 143.7 145.98 2.424 10/18/2006 core # 6 B 1 142.1 10/18/2006 core # 6 B 2 145.1
C-639 Table 277. Density meas. by Pavetracker 10232 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 core # 6 B 3 143.8 10/18/2006 core # 6 B 4 145.6 144.15 1.5631
C-640 Table 278. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-53, OH, pcf Test Date Station Point Trial # Density Average Std Dev 10/18/2006 506+60 A 1 160.9 10/18/2006 506+60 A 2 158.2 10/18/2006 506+60 A 3 154.6 10/18/2006 506+60 A 4 156.5 157.55 2.6739 10/18/2006 507+05 B 1 158.9 10/18/2006 507+05 B 2 161.2 10/18/2006 507+05 B 3 162.9 10/18/2006 507+05 B 4 159.9 160.73 1.7289 10/18/2006 507+35 C 1 146.3 10/18/2006 507+35 C 2 151 10/18/2006 507+35 C 3 152.7 10/18/2006 507+35 C 4 149.2 149.8 2.7362 10/18/2006 511+85 B 1 157.2 10/18/2006 511+85 B 2 160.5 10/18/2006 511+85 B 3 158.3 10/18/2006 511+85 B 4 162.1 159.53 2.1975 10/18/2006 518+75 B 1 156.3 10/18/2006 518+75 B 2 161.5 10/18/2006 518+75 B 3 160.9 10/18/2006 518+75 B 4 151.7 10/18/2006 518+75 B 5 162.5 158.58 4.5224 10/18/2006 525+80 C 1 158.9 10/18/2006 525+80 C 2 154 10/18/2006 525+80 C 3 158.5 10/18/2006 525+80 C 4 157 157.1 2.2226 10/18/2006 532+50 B 1 156.5 10/18/2006 532+50 B 2 161.3 10/18/2006 532+50 B 3 156.2 10/18/2006 532+50 B 4 155.8 10/18/2006 532+50 B 5 147.3 155.42 5.0603 10/18/2006 516+30 C 1 156.8 10/18/2006 516+30 C 2 160.2 10/18/2006 516+30 C 3 163 10/18/2006 516+30 C 4 164.2 161.05 3.2919 10/18/2006 461+00 A 1 140.8 10/18/2006 461+00 A 2 151.9 10/18/2006 461+00 A 3 143.9
C-641 Table 279. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 461+00 A 4 144.9 145.38 4.6871 10/18/2006 466+50 B 1 146.5 10/18/2006 466+50 B 2 143.1 10/18/2006 466+50 B 3 145.9 10/18/2006 466+50 B 4 144.5 145 1.5188 10/18/2006 470+50 C 1 141.1 10/18/2006 470+50 C 2 146.6 10/18/2006 470+50 C 3 147.9 10/18/2006 470+50 C 4 147.7 145.83 3.2014 10/18/2006 core # 4-10 B 1 140.7 10/18/2006 core # 4-10 B 2 141.2 10/18/2006 core # 4-10 B 3 144.2 10/18/2006 core # 4-10 B 4 137.9 141 2.5807 10/18/2006 core # 4-6 B 1 141.8 10/18/2006 core # 4-6 B 2 143 10/18/2006 core # 4-6 B 3 147.5 10/18/2006 core # 4-6 B 4 141.7 143.5 2.7313 10/18/2006 core # 4-8 B 1 146.3 10/18/2006 core # 4-8 B 2 140.5 10/18/2006 core # 4-8 B 3 140.1 10/18/2006 core # 4-8 B 4 140.2 141.78 3.0215 10/18/2006 462+31 B 1 143.4 10/18/2006 462+31 B 2 147.3 10/18/2006 462+31 B 3 144.3 10/18/2006 462+31 B 4 147.1 145.53 1.9704 10/18/2006 465+70 C 1 147.6 10/18/2006 465+70 C 2 154 10/18/2006 465+70 C 3 150.6 10/18/2006 465+70 C 4 147 149.8 3.2125 10/18/2006 468+30 C 1 143.2 10/18/2006 468+30 C 2 145.6 10/18/2006 468+30 C 3 147.5 10/18/2006 468+30 C 4 147.9 146.05 2.1486 10/18/2006 471+70 C 1 150.4 10/18/2006 471+70 C 2 146.4
C-642 Table 279. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 471+70 C 3 146.2 10/18/2006 471+70 C 4 150.5 148.38 2.3977 10/18/2006 core # 2 B 1 141.9 10/18/2006 core # 2 B 2 147.1 10/18/2006 core # 2 B 3 145 10/18/2006 core # 2 B 4 142.5 144.13 2.395 10/18/2006 core # 4-5 B 1 145.9 10/18/2006 core # 4-5 B 2 143.5 10/18/2006 core # 4-5 B 3 149 10/18/2006 core # 4-5 B 4 150.8 147.3 3.2424 10/18/2006 core # 5 B 1 149.4 10/18/2006 core # 5 B 2 143.8 10/18/2006 core # 5 B 3 143.1 10/18/2006 core # 5 B 4 146.6 145.73 2.8791 10/18/2006 463+50 A 1 147.5 10/18/2006 463+50 A 2 144.5 10/18/2006 463+50 A 3 145.8 10/18/2006 463+50 A 4 147.7 146.38 1.513 10/18/2006 473+50 A 1 149.2 10/18/2006 473+50 A 2 145.6 10/18/2006 473+50 A 3 141.3 10/18/2006 473+50 A 4 140.2 144.08 4.1355 10/18/2006 core # 4-4 A 1 148 10/18/2006 core # 4-4 A 2 153 10/18/2006 core # 4-4 A 3 150.6 10/18/2006 core # 4-4 A 4 150.9 150.63 2.05 10/18/2006 core # 4-7 C 1 148.4 10/18/2006 core # 4-7 C 2 147.9 10/18/2006 core # 4-7 C 3 149.2 10/18/2006 core # 4-7 C 4 145.9 147.85 1.4059 10/18/2006 core # 4-9 B 1 148.8 10/18/2006 core # 4-9 B 2 145.1 10/18/2006 core # 4-9 B 3 146.9 10/18/2006 core # 4-9 B 4 147.1 146.98 1.513 10/18/2006 core # 6 B 1 46.8 10/18/2006 core # 6 B 2 145
C-643 Table 279. Density meas. by Pavetracker 10233 â Non-nuclear Gage on US-53, OH, pcf Continued Test Date Station Point Trial # Density Average Std Dev 10/18/2006 core # 6 B 3 148.8 10/18/2006 core # 6 B 4 153 123.4 51.171
C-644 Table 280. Modulus measured by PSPA on US-53, OH, ksi Test Date Station Point Trial # Modulus Average 10/18/2006 461+00 A 1 704 704 10/18/2006 466+50 B 1 779 779 10/18/2006 470+50 C 1 637 637 10/18/2006 core # 4-10 B 1 560 560 10/18/2006 core # 4-6 B 1 708 708 10/18/2006 core # 4-8 B 1 657 657 10/18/2006 462+31 B 1 718 718 10/18/2006 465+70 C 1 725 725 10/18/2006 468+30 C 1 690 690 10/18/2006 471+70 C 1 705 705 10/18/2006 core # 2 B 1 594 594 10/18/2006 core # 4-5 B 1 668 668 10/18/2006 core # 5 B 1 728 728 10/18/2006 463+50 A 1 737 737 10/18/2006 473+50 A 1 624 624 10/18/2006 core # 4-4 A 1 738 738 10/18/2006 core # 4-7 C 1 738 738 10/18/2006 core # 4-9 B 1 717 717 10/18/2006 core # 6 B 1 765 765 10/20/2006 506+60 A 1 609 609 10/20/2006 507+05 B 1 708 708 10/20/2006 507+35 C 1 716 716 10/20/2006 511+85 B 1 641 641 10/20/2006 518+75 B 1 632 632 10/20/2006 525+80 C 1 678 678 10/20/2006 532+50 B 1 674 674 10/20/2006 532+50 B 5 692 692 10/20/2006 516+30 C 1 720 720
C-645 Table 281. Density measured by NDG on US-53, OH, pcf Test Date Station Point Trial # Density 10/18/2006 506+60 A 1 147.5 10/18/2006 506+60 A 1 147.5 10/18/2006 507+05 B 1 152.6 10/18/2006 507+35 C 1 154.8 10/18/2006 507+35 C 1 154.8
C-646 I-20 FRONTAGE ROAD, ODESSA, TX HMA TEST SECTIONS Section 1 Section 2
C-647 Table 282. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Test Date Station Point Trial # Density Average Std Dev 11/14/2006 488+00 C 1 123.8 11/14/2006 488+00 C 2 120 11/14/2006 488+00 C 3 122.8 11/14/2006 488+00 C 4 126.2 123.2 2.5665 11/14/2006 490+00 B 1 127.2 11/14/2006 490+00 B 2 124.2 11/14/2006 490+00 B 3 124.6 11/14/2006 490+00 B 4 124.3 125.08 1.4268 11/14/2006 492+00 A 1 127 11/14/2006 492+00 A 2 126.6 11/14/2006 492+00 A 3 121.7 11/14/2006 492+00 A 4 122 124.33 2.8652 11/14/2006 494+00 C 1 125 11/14/2006 494+00 C 2 123.7 11/14/2006 494+00 C 3 126.7 11/14/2006 494+00 C 4 124.9 125.08 1.2339 11/14/2006 496+00 B 1 121 11/14/2006 496+00 B 2 118.2 11/14/2006 496+00 B 3 121.9 11/14/2006 496+00 B 4 121.6 120.68 1.6919 11/14/2006 498+00 A 1 123.1 11/14/2006 498+00 A 2 122.5 11/14/2006 498+00 A 3 122.9 11/14/2006 498+00 A 4 122 122.63 0.4856 11/14/2006 500+00 C 1 121.7 11/14/2006 500+00 C 2 122.8 11/14/2006 500+00 C 3 123.4 11/14/2006 500+00 C 4 121.3 122.3 0.9695 11/14/2006 502+00 B 1 120.3 11/14/2006 502+00 B 2 122 11/14/2006 502+00 B 3 122.9 11/14/2006 502+00 B 4 122.3 121.88 1.1147 11/14/2006 504+00 A 1 120.8 11/14/2006 504+00 A 2 122.3 11/14/2006 504+00 A 3 122.4 11/14/2006 504+00 A 4 122.2 121.93 0.7544 11/14/2006 506+00 C 1 122.3
C-648 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/14/2006 506+00 C 2 125 11/14/2006 506+00 C 3 124 11/14/2006 506+00 C 4 121.6 123.23 1.5543 11/14/2006 508+00 B 1 123 11/14/2006 508+00 B 2 123 11/14/2006 508+00 B 3 124 11/14/2006 508+00 B 4 126.3 124.08 1.5564 11/14/2006 510+00 A 1 126.4 11/14/2006 510+00 A 2 122.7 11/14/2006 510+00 A 3 124.8 11/14/2006 510+00 A 4 121.9 123.95 2.0404 11/14/2006 512+00 C 1 122.1 11/14/2006 512+00 C 2 121.7 11/14/2006 512+00 C 3 122.6 11/14/2006 512+00 C 4 123 122.35 0.5686 11/14/2006 514+00 B 1 123.6 11/14/2006 514+00 B 2 121.6 11/14/2006 514+00 B 3 121.4 11/14/2006 514+00 B 4 124.3 122.73 1.4454 11/14/2006 516+00 A 1 117.3 11/14/2006 516+00 A 2 119.9 11/14/2006 516+00 A 3 117.5 11/14/2006 516+00 A 4 116.7 117.85 1.4083 11/14/2006 516+00 B 1 122 11/14/2006 516+00 B 2 123.2 11/14/2006 516+00 B 3 121 11/14/2006 516+00 B 4 121 121.8 1.0456 11/14/2006 518+00 C 1 121.2 11/14/2006 518+00 C 2 121.4 11/14/2006 518+00 C 3 121.8 11/14/2006 518+00 C 4 121.4 121.45 0.2517 11/14/2006 520+00 B 1 125.7 11/14/2006 520+00 B 2 124 11/14/2006 520+00 B 3 124 11/14/2006 520+00 B 4 125 124.68 0.8302
C-649 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/14/2006 522+00 A 1 122.7 11/14/2006 522+00 A 2 122.3 11/14/2006 522+00 A 3 121.2 11/14/2006 522+00 A 4 121.7 121.98 0.6602 11/14/2006 524+00 C 1 121.1 11/14/2006 524+00 C 2 120.2 11/14/2006 524+00 C 3 121.9 11/14/2006 524+00 C 4 120.6 120.95 0.7326 11/14/2006 526+00 B 1 124.4 11/14/2006 526+00 B 2 125.3 11/14/2006 526+00 B 3 124.1 11/14/2006 526+00 B 4 125.5 124.83 0.6801 11/14/2006 528+00 A 1 124.7 11/14/2006 528+00 A 2 125 11/14/2006 528+00 A 3 124.4 11/14/2006 528+00 A 4 122.7 124.2 1.0296 11/14/2006 530+00 C 1 122.1 11/14/2006 530+00 C 2 121.4 11/14/2006 530+00 C 3 122.6 11/14/2006 530+00 C 4 123.6 122.43 0.9251 11/14/2006 532+00 B 1 124.4 11/14/2006 532+00 B 2 125.4 11/14/2006 532+00 B 3 127.6 11/14/2006 532+00 B 4 126.6 126 1.3952 11/14/2006 533+75 A 1 123.5 11/14/2006 533+75 A 2 123.7 11/14/2006 533+75 A 3 124.8 11/14/2006 533+75 A 4 122.3 123.58 1.0243 11/14/2006 536+00 C 1 120.2 11/14/2006 536+00 C 2 118.9 11/14/2006 536+00 C 3 121.9 11/14/2006 536+00 C 4 123.6 121.15 2.0437 11/14/2006 538+00 B 1 120.8 11/14/2006 538+00 B 2 121.2 11/14/2006 538+00 B 3 122.3 11/14/2006 538+00 B 4 121.4 121.43 0.6344
C-650 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/14/2006 CO/15 A 1 122.4 11/14/2006 CO/15 A 2 121.6 11/14/2006 CO/15 A 3 122.8 11/14/2006 CO/15 A 4 121 121.95 0.8062 11/14/2006 P.O. Box - 2912 B 1 125.8 11/14/2006 P.O. Box - 2912 B 2 123.8 11/14/2006 P.O. Box - 2912 B 3 126.5 11/14/2006 P.O. Box - 2912 B 4 124.5 125.15 1.2234 11/16/2006 488+00 C 1 119.8 11/16/2006 488+00 C 2 119.3 11/16/2006 488+00 C 3 123 11/16/2006 488+00 C 4 124 121.53 2.3258 11/16/2006 490+00 B 1 116.9 11/16/2006 490+00 B 2 117.5 11/16/2006 490+00 B 3 121.2 11/16/2006 490+00 B 4 120.8 119.1 2.2136 11/16/2006 492+00 A 1 118.9 11/16/2006 492+00 A 2 119.5 11/16/2006 492+00 A 3 117.8 11/16/2006 492+00 A 4 116 118.05 1.5373 11/16/2006 494+00 C 1 119.3 11/16/2006 494+00 C 2 116 11/16/2006 494+00 C 3 119.6 11/16/2006 494+00 C 4 119.4 118.58 1.7212 11/16/2006 496+00 B 1 117 11/16/2006 496+00 B 2 116 11/16/2006 496+00 B 3 116.6 11/16/2006 496+00 B 4 116.9 116.63 0.45 11/16/2006 498+00 A 1 117.8 11/16/2006 498+00 A 2 121.5 11/16/2006 498+00 A 3 120.3 11/16/2006 498+00 A 4 119.8 119.85 1.5416 11/16/2006 500+00 C 1 117.7
C-651 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/16/2006 500+00 C 2 120.2 11/16/2006 500+00 C 3 119.4 11/16/2006 500+00 C 4 118.8 119.03 1.0532 11/16/2006 502+00 B 1 118.6 11/16/2006 502+00 B 2 118.9 11/16/2006 502+00 B 3 121.6 11/16/2006 502+00 B 4 118.8 119.48 1.4221 11/16/2006 504+00 A 1 115.7 11/16/2006 504+00 A 2 115.8 11/16/2006 504+00 A 3 117.5 11/16/2006 504+00 A 4 117.1 116.53 0.9106 11/16/2006 504+00 B 1 118.4 11/16/2006 504+00 B 2 122.5 11/16/2006 504+00 B 3 118.4 11/16/2006 504+00 B 4 119.5 119.7 1.9374 11/16/2006 506+00 C 1 117.3 11/16/2006 506+00 C 2 116.5 11/16/2006 506+00 C 3 118.3 11/16/2006 506+00 C 4 117.5 117.4 0.7394 11/16/2006 508+00 B 1 121.2 11/16/2006 508+00 B 2 121.9 11/16/2006 508+00 B 3 120.6 11/16/2006 508+00 B 4 122.7 121.6 0.9055 11/16/2006 510+00 A 1 122.4 11/16/2006 510+00 A 2 121.5 11/16/2006 510+00 A 3 122.4 11/16/2006 510+00 A 4 121.5 121.95 0.5196 11/16/2006 510+00 A 1 116.7 11/16/2006 510+00 A 2 121.2 11/16/2006 510+00 A 3 115.6 11/16/2006 510+00 A 4 120.3 118.45 2.7185 11/16/2006 512+00 C 1 119.9 11/16/2006 512+00 C 2 119.4 11/16/2006 512+00 C 3 121.4 11/16/2006 512+00 C 4 122.9 120.9 1.5811 11/16/2006 514+00 B 1 121.7
C-652 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/16/2006 514+00 B 2 119.7 11/16/2006 514+00 B 3 124 11/16/2006 514+00 B 4 122.1 121.88 1.7633 11/16/2006 516+00 A 1 120.6 11/16/2006 516+00 A 2 121.4 11/16/2006 516+00 A 3 119.4 11/16/2006 516+00 A 4 119.3 120.18 1.0079 11/16/2006 518+00 C 1 120.9 11/16/2006 518+00 C 2 118.8 11/16/2006 518+00 C 3 122.3 11/16/2006 518+00 C 4 121.8 120.95 1.546 11/16/2006 520+00 B 1 123.6 11/16/2006 520+00 B 2 121 11/16/2006 520+00 B 3 122.8 11/16/2006 520+00 B 4 121.2 122.15 1.2583 11/16/2006 522+00 A 1 120.1 11/16/2006 522+00 A 2 118.4 11/16/2006 522+00 A 3 119.2 11/16/2006 522+00 A 4 119.7 119.35 0.7326 11/16/2006 524+00 C 1 124.4 11/16/2006 524+00 C 2 122.6 11/16/2006 524+00 C 3 124.5 11/16/2006 524+00 C 4 123 123.63 0.9674 11/16/2006 526+00 B 1 119.5 11/16/2006 526+00 B 2 120 11/16/2006 526+00 B 3 120.2 11/16/2006 526+00 B 4 121.9 120.4 1.0424 11/16/2006 528+00 A 1 124.3 11/16/2006 528+00 A 2 121.7 11/16/2006 528+00 A 3 123.4 11/16/2006 528+00 A 4 125 123.6 1.4259 11/16/2006 530+00 C 1 122.2 11/16/2006 530+00 C 2 120.7 11/16/2006 530+00 C 3 121.7 11/16/2006 530+00 C 4 125.1 122.43 1.8892 11/16/2006 532+00 B 1 124.2
C-653 Table 283. Density meas. by Pavetracker 10233 â Non-nuclear Gage on I-20FR, TX, pcf Continued Test Date Station Point Trial # Density Average Std Dev 11/16/2006 532+00 B 2 122.5 11/16/2006 532+00 B 3 123.1 11/16/2006 532+00 B 4 121 122.7 1.3342 11/16/2006 533+75 A 1 121.5 11/16/2006 533+75 A 2 118.7 11/16/2006 533+75 A 3 120.8 11/16/2006 533+75 A 4 121.2 120.55 1.2662 11/16/2006 536+00 C 1 119.7 11/16/2006 536+00 C 2 118.5 11/16/2006 536+00 C 3 119 11/16/2006 536+00 C 4 118.9 119.03 0.4992 11/16/2006 538+00 B 1 121.4 11/16/2006 538+00 B 2 116.7 11/16/2006 538+00 B 3 120 11/16/2006 538+00 B 4 121.2 119.83 2.1731 11/16/2006 CO/15 A 1 122.1 11/16/2006 CO/15 A 2 122.8 11/16/2006 CO/15 A 3 121.6 11/16/2006 CO/15 A 4 120.6 121.78 0.9251 11/16/2006 CO/15 A 1 114 11/16/2006 CO/15 A 2 123.3 11/16/2006 CO/15 A 3 114.2 11/16/2006 CO/15 A 4 117.2 117.18 4.3377 11/16/2006 P.O. Box - 2912 B 1 117.4 11/16/2006 P.O. Box - 2912 B 2 119.1 11/16/2006 P.O. Box - 2912 B 3 117.3 11/16/2006 P.O. Box - 2912 B 4 117.5 117.83 0.8539
C-654 Table 284. Modulus measured by PSPA on I-20FR, TX, ksi Test Date Station Point Trial # Density Average 11/14/2006 488+00 A 1 206 206 11/14/2006 490+00 B 1 246 246 11/14/2006 492+00 C 1 238 238 11/14/2006 494+00 A 1 292 292 11/14/2006 496+00 B 1 256 256 11/14/2006 498+00 C 1 269 269 11/14/2006 500+00 A 1 242 242 11/14/2006 502+00 B 1 261 261 11/14/2006 504+00 C 1 228 228 11/14/2006 506+00 A 1 252 252 11/14/2006 508+00 B 1 234 234 11/14/2006 510+00 C 1 266 266 11/14/2006 512+00 A 1 277 277 11/14/2006 514+00 B 1 238 238 11/14/2006 516+00 B 1 285 285 11/14/2006 516+00 C 1 245 245 11/14/2006 518+00 A 1 274 274 11/14/2006 520+00 B 1 268 268 11/14/2006 522+00 C 1 260 260 11/14/2006 524+00 A 1 281 281 11/14/2006 526+00 B 1 301 301 11/14/2006 528+00 C 1 247 247 11/14/2006 530+00 A 1 320 320 11/14/2006 532+00 B 1 314 314 11/14/2006 533+75 C 1 291 291 11/14/2006 536+00 A 1 262 262 11/14/2006 538+00 B 1 217 217 11/14/2006 CO/15 C 1 276 276 11/14/2006 P.O. Box â 2912 B 1 233 233 11/15/2006 488+30 C 1 494 494 11/15/2006 498+70 C 1 506 506 11/15/2006 514+20 A 1 492 492 11/15/2006 537+16 C 1 451 451 11/16/2006 488+00 A 1 447 447 11/16/2006 490+00 B 1 413 413 11/16/2006 492+00 C 1 405 405
C-655 Table 285. Modulus measured by PSPA on I-20FR, TX, ksi Continued Test Date Station Point Trial # Density Average 11/16/2006 494+00 A 1 410 410 11/16/2006 496+00 B 1 381 381 11/16/2006 498+00 C 1 407 407 11/16/2006 500+00 A 1 433 433 11/16/2006 502+00 B 1 385 385 11/16/2006 504+00 C 1 430 430 11/16/2006 506+00 A 1 429 429 11/16/2006 508+00 B 1 416 416 11/16/2006 510+00 C 1 460 460 11/16/2006 510+00 C 1 523 523 11/16/2006 512+00 A 1 498 498 11/16/2006 514+00 B 1 419 419 11/16/2006 516+00 C 1 423 423 11/16/2006 518+00 A 1 482 482 11/16/2006 520+00 B 1 443 443 11/16/2006 522+00 C 1 471 471 11/16/2006 524+00 A 1 454 454 11/16/2006 526+00 B 1 447 447 11/16/2006 528+00 C 1 452 452 11/16/2006 530+00 A 1 453 453 11/16/2006 532+00 B 1 427 427 11/16/2006 533+75 C 1 285 285 11/16/2006 536+00 A 1 232 232 11/16/2006 538+00 B 1 239 239 11/16/2006 CO/15 C 1 265 265 11/16/2006 CO/15 C 1 329 329 11/16/2006 P.O. Box - 2912 B 1 212 212
