Smoothness Specifications for Pavements: Final Report (1997)

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APPENDIX C PROTECT SOLVAY lABLES AND H~lORICAL ROOCHNESS PLOlS

settings gave lower profile index values than those obtained with the same profilographs at higher filter settings. Scofield, L. A., S. A. Kalevela, M. Anderson, and A. Hossain, "A Half Century with the California Profilograph. Phase ~ Experiment," Number FHWA-AZ-SP9102, Arizona Department of Transportation, 1992. This study was performed to establish equipment and operator variability for mechanical and computerized California profilographs. Future work, based on testing conducted during this study, should develop precision and bias statements for profilographs. The research consists of two phases. Phase I, reported herein, provided a literature review, performed the field testing and conducted the statistical analysis. The historical development of the profilograph and California test procedures and specifications were evaluated in relationship to todays incentive/disincentive specifications. Additionally, equipment parameters which influence test variability were reviewed. Two field experiments were conducted. The first equipment, designed to evaluate variability consisted of a 4x4x2 randomized block design with replication. Two levels of pavement roughness, four operators, and four profilographs were utilized. The second experiment, designed to evaluate the effects of data filter settings on profile index obtained with computerized profilographs, consisted of a 3x2x2x2 randomized block design with replication. Two levels of pavement roughness, two computerized profilographs, two operators, and three data filter settings were used. The results of the study Indicated that the average repeatability was 0.75 ~nches/mile and 0.56 ~nches/mile for the rough and smooth track conditions, respectfully. The average repeatability for an operator performing trace reduction was 0.94 inches/mile for one device and 1.72 ~nches/m~le for a second device. The data filter setting used on computerized profilographs has a significant affect on the resulting profile index. For each 1000 unit change In the data filter setting, a 7°/O reduction in the profile index was obtained when compared to the manufacturers recommended value of 8000. Sebaaly, P. E., and N. Tabatabaee, "Influence of Vehicle Speed on Dynamic Loads and Pavement Response," Transportation Research Record, Number 1410, Committee on Vehicle Counting, Classification, and Weigh-In-Motion Systems, 1993, pp. 107-114. Weigh-in-Motion systems have been used extensively to measure dynamic loads imparted by traffic vehicles. One of the major uses of these load data is to evaluate the equivalent s~ngle-axle loads (ESALs) generated by each load level. The cumulative ESALs are then used in the design or rehabilitation procedures, or both, for the existing road. In situ pavement response parameters, such as the strains at the bottom of the asphalt concrete layer, can also be used to evaluate ESALs. The findings of a research program aimed at evaluating the effect of vehicle speed on the measured dynamic loads and pavement response are documented. The data were measured through a full-scale field experiment. The analyses of the data indicated that vehicle B-64

Table Cal. Summary table of AASHO Road Test design groups. = Traffic Estimates Design Group Pavement Construction Evaluation 1 Value' Identification ~ Location ~TIFF ~Yearly) ~ Pe hod, yrs ~Parameter ~ millions | 731 & 759 (flexible) 1 Loop 2 1 AC (~in) 1 1956-1958 2 2-km SAL applications 1 1.2 & 1.2 732 & 760 (flexible) | Loop 2 | AC ~ ~| (~ 1~9h5n8) ~ | Skip SAL appUcabon | 0.16 & 0.3 | 709 & 741 (flexible) Loop 2 AC (~in) 2-km SAL applications 12 & 1.2 710 & 742 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 0.52 757 & 775 (flexible) Loop 2 AC (~in) 2-km SAL applications 1.2 & 1.2 758 & 776 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 1.2 711 & 737 (flexible) Loop 2 AC (~in) 2-km SAL applications 1.2 & 1.2 712 & 738 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 1.2 133 & 143 (flexible) Loop 3 AC 12-lap SAL applications 0.06 & 0.04 134 & 144 (flexible) Loop 3 AC 24-km TAL applica'dons 0.05 & 0.05 107 & 115 (flexible) Loop 3 AC 12-lap SAL applications 0.1 & 0.1 . 108 & 116 (flexible) Loop 3 AC 24-lap TAL applications 0.11 & 0.08 149 & 161 (flexible) Loop 3 AC 12-km SAL applications 0.15 & 0.22 150 & 162 (flexible) Loop 3 AC 24-lap TAL applications 0.13 & 0.22 569 & 571 (flexible) Loop 4 AC 18-km SAL applications 0.16 & 0.09 570 & 572 (flexible) Loop 4 AC 32-lap TAL applications 0.16 & 0.14 589 & 597 (flexible) Loop 4 AC 18-km SAL applications 0.14 & 0.15 590 & 598 (flexible) Loop 4 AC 32-lap TAL applications 0.2 & 0.19 615 & 629 (flexible) Loop 4 AC 18-lap SAL applications 0.64 & 0.73 616 & 630 (flexible) Loop 4 AC 32-km TAL applications 0.68 & 0.81 415 & 429 (flexible) Loop 5 AC 22.tkip SAL applications 0.11 & 0.06 416 & 430 (flexible) Loop 5 AC 40-lap TAL applications 0.16 & 0.08 453 & 455 (flexible) Loop 5 AC 22.4-ldp SAL applications 0.14 & 0.15 454 & 456 (flexible) Loop 5 AC 40-lap TAL applications ~0.49 & 0.367 475 & 483 (flexible) Loop 5 AC 22.4-ldp SAL applications" 0.69 & 0.61 476 & 484 (flexible) Loop 5 AC 40-lap TAL applications 0.7 & 0.61 317 & 329 (flexible) Loop 6 AC 30-lap SAL applications 0.2 & 0.11 318 & 330 (flexible) Loop 6 AC 4~1dp TAL applications 0.68 & 0.13 305 & 307 (flexible) Loop 6 AC 30-lap SAL applications 0.39 & 0.72 306 & 308 (flexible) Loop 6 AC 48-lap TAL applications 0.72 & 0.59 263 & 271 (flexible) Loop 6 AC 3~1dp SAL applications 0.69 & 1.2 264 & 272 (flexible) Loop 6 AC 48 lop TAL applications 1.2 & 1~2 . · Cumulative for study. 1 kip = 1,000 lb = 2,205 kg SAL: Single-Axle Load. TAL: Tandem-Axle Loam C-1

Table C-1. Summary table of AASHO Road Test design groups (continued). Traffic Estimates Design Group Group Pavement Cons~uchon Evalua~don Value' Idendfication ~ Location ~Ty~ e ~Yearks) ~ PE nod, yrs ~P=ameter ~millions m & 797 (ngid) Loop 2 JPC 195~1958 2-km SAL applica~dons 1.6 & 1.6 778 & 798 (ngid) 1 Loop 2 1 JP' 1 (si ~ng ~n 1 6-lcip SAL applica~Jons | 1.6 & 1.6 779 & 815 (ngid) Loop 2 JPC 2-km SAL applications 1.6 & 1.6 780 & 816 (ngid) Loop 2 JPC 6-km SAL applica~dons 1.6 & 1.6 221 & 245 (ngid) Loop 3 JPC 12-l~p SAL applica'dons 1.6 & 1.6 222 & 246 (ngid) Loop 3 JPC 2tkip TAL applica'dons 0.9 & 1.6 193 & 217 (ngid) Loop 3 JPC 12-lap SAL applications 1.6 & 1.6 194 &218 (ngid) 1 Loop 3 1 JP' 3 1 1 2tkip TAL application ~1 1.6 & 1.6 203 & 251 (rigid) Loop 3 JRC 12-l~p SAL applica'dons 1.6 & 1.6 204 & 252 (ngid) Loop 3 JRC 2~1dp TAL applications 1.6 & 1.2 237 & 247 (ngid) Loop 3 JRC 12-km SAL applications 1.6 & 1.6 23~& 248 (ngid) Loop 3 JRC 2~1dp TAL applications 1.6 & 1.6 641 & 705 (ngid) Loop 4 JRC l~kip SAL applica~dons 1.6 & 1.6 642 & 706 (ngid) Loop 4 JRC 32-lap TAL applications 1.6 & 0.8 669 & 707 (ng~d) Loop 4 JRC 18-lap SAL applications 1.6 & 1.6 670 & 708 (ngid) Loop 4 JRC 32-lap TAL applications 1.6 & 1.6 655 & 697 (ngid) Loop 4 JPC 18-lap SAL applications 1.6 & 1.6 656& 698 (ngid) 1 Loop 4 1 JP. 1 1 32-km TAL application r . O & 1.6 671 & 687 (ngid) Loop 4 JPC 18-lap SAL applications 1.6 & 1.6 672&688 (ngid) 1 Loop4 1 JP4= 1 1 32-l~pTALapplication 1 1.6&1.6 519 & 521 (ngid) Loop 5 JRC 22.~hp SAL applications 1.6 & 1.6 520 & 522 (ngid) Loop 5 JRC 4~1dp TAL applications 0.91 & 1.6 503 & 543 (n~d) Loop 5 JRC 22.~1dp SAL applications 1.6 & 1.6 504 & 544 (ngid) | Loop 5 | 1R' =1 1 | 4~1dp TAL application | 1.6 & 1.6 533 & 539 (ngid) Loop 5 JPC 22.~1dp SAL applications 1.6 & 1.6 534 & 540 (rigid) Loop 5 JPC 4~1dp TAL applica~dons 1.6 & 1.6 511 & 541 (ngid) Loop 5 JPC 2241dp SAL applications 1.6 & 1.6 512 & 542 (ng~d) Loop 5 JPC 4~1dp TAL applications 1.6 & 1.6 371 & 381 (ngid) Loop 6 JRC 3~kip SAL applications 1.6 & 1.6 372 & 382 (ngid) Loop 6 JRC 48-hp TAL applications 1.6 & 1.6 337 & 345 (ngid) Loop 6 JRC 3~1dp SAL applications 1.6 & 1.6 338 & 346 (ngid) Loop 6 JRC 48 hp TAL applications 1.6 & 1.6 367&389 (ngid) I Loop 6 | JP' 3 1 | 3~kip SAL application | 1.6 & 1.6 368 & 390 (ngid) Loop 6 JPC 48 ldp TAL applications 1.6 & 1.6 363 & 377 (ngid) Loop 6 JPC 3~kip SAL applications 1.6 & 1.6 . ~ 364 & 378 (ngid) I Loop 6 1 ~l I 1 4~kip TAL application 1 1.6 & 1.6 · Cumulative for study. 1 kip = 1,000 lb = 2,205 kg SAL: Singl - Axle Load. TAL: Tandem-A'de Load. C-2

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Table C-2. Summary table of WASHO Road Test design groups. Design Group | | Pavement | Construction | Evaluation I Traffic Estimates Identification I Location I Type I Year | Period yrs ~Parameter ~Value', millions:| 1 1 224-18S 1 Loop 2 - IWP j AC | 1952 j 2 j ESALs j 0.2 to 0.24 22432T Loop 1 - IWP 22422S Loop 2 - OWP 22440T 1 Loop 1 - OWP 18 4185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.75 18432T Loop 1 - IWP 184-22S 1 Loop 2 - OWP I 184 40T 1 Loop 1 - OWP 14 4185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.50 14 4 32T 1 Loop 1 - IWP 144-22S 1 Loop 2 - OWP 1 14440T 1 Loop 1 - OWP 104-185 1 Loop 2 - IWP 1 AC 1 1 r ESALs 1 0.2( to 0.61 104-32T 1 Loop 1 - IWP 10 4 ZS 1 Loop 2 - OWP 10440T 1 Loop 1 - OWP 64185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.65 64-32T 1 Loop 1 - IWP 64-ZS 1 Loop 2 - OWP 6440T 1 Loop 1 - OWP Z-2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.57 Z-2-32T 1 Loop 1 - IWP 22-2-22S Loop 2 - OWP 1 22-2-40T 1 Loop 1 - OWP 18 2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 02( to 0.59 18-2-32T Loop 1 - IWP 18-2-22S Loop 2 - OWP 18-2-40T 1 Loop 1 - OWP 14 2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.62 1~2-32T Loop 1 - IWP 14 2-22S 1 Loop 2 - OWP 14 2-40T 1 Loop 1 - OWP 10-2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.1! to 0.63 10-2-32T 1 Loop 1 - IWP 1~2-22S Loop 2 - OWP 10-2-40T 1 Loop 1 - OWP 6-2-18S 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.1' to 0.68 ~2-32T Loop 1 - IWP 6-2-ZS 1 Loop 2 - OWP 6-2~0T 1 Loop 1 - OWP .. . . Cumuladve for study. C-22

In En up ~ oo ~ ~ o ~l ~ ~ ~ - - - - c, +~+ D =0 ~ ~ r (~t <~L~ 0+° O O O O O O O O O O O 0 o~ co e~ ~ Lt) ~ ~) c`4 _ _ - /UI '(3o~eo!puI sse~no~ peo~ llaa) ~U~no2I 0 ~ ~ a!` cn 0 - 0 0  - 0 CO o U~ C~ o o ·O ~ o 0 ~ 0 _ ~ U) o ~n o o . - 0 ~D 0 - 0 .O UO .s . C~ U .4 ;s o ~: o c~ ~ ~ E~ 00 ~ ~ 0 ~ ~ C~ ~ 0 0 0 0 _ _ _. _ I . ~` ~ :: ~ _ :. ~ _ .r,~ .~. i o 0  0 - 0 0X · 0 ~ o 0 li - 0~ ~r ~ U. r~ O_ - 0 C~ 0 - 0 _ - o 0 0 r~ ~ .. _ .. . . O 0 0 O0 kD ~ ~mJ~ '(lolealpuI "au~no~ peo~ ~ag) ssau~no~ 0e U. 0s C~ ¢ - o o u] C-23 ~1 1 , , , I V) E~ cn O ~t+~f ~. ~ ~1 1 1 o o o o o o o c ~0 oO ~r _ - /UI '(3o~ea~pu ssau~no~ peo~ ~aa) ssou~no~ cn ~ u, ~ 00 ~ ~ 0 ~ C: ~ ~ ~ ~F er ~ _. ~ _. _ 0 0 0 0 0 ~ ~ ~ Im~! 'tzo'=!PUI sseu~}no~ peo~ ~dg) "au~no~ 0 0 Co ~ 0e C~ cn o .r! V,  ¢ - au ~_ a' X a) cn ao o o ~n o V) p V) V] ~0 o ~; ·_.

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u ~ ~ ~ o ~ ~ \0 ID tams ~ ~ \\ : o lo o o o o us o us o u) In ~ ~ ~ - /U! '(3ol83!puI ssau~no~ prom Baa) ssau~no~ c a O 0 cn 0 0 0 o _. ~ _ ~ ++'S I ~ ·:--. u, : ~ . :.. O' :. os ,., ~ ·..N .~5' ...: C, ·:\ ~o ~  1 1 ~ 1 o o o o o o o U) o lm~l `(,o~eolpul ssau~no~ peoM Maa) s~u4$no21 o _ - 0 0 - 0 0 - 0 0 - 0 er o O _ o J c cn ~_ a, .= o _' V] o ',= V) - Ct a' ~_ cn E~ o o ~n ¢ o ~n a) on u, bC o ~: c~ a ~ - C-25

Table C-3. Sununary table of San Diego County Test Road design groups. Traffic Estimates Design Group Pavement Construction Evaluation Parameter ~ Value Identification Location Type Year Penod, yrs ~ Base aass A ~ AC & FDAC 1966 Cumulative Vaned Sect 4 243+25 to 245+75 ESALs to Sect 9 258+25 to 260+75 PSI=2.5 Sect 10 261+25 to 264+50 Sect 15 279+75 to 282+25 Sect 23 306+00 to 308+25 Sect 29 323+75 to 326+25 Sect 31 330+90 to 333+25 Base Mass B AC 8e FDAC 1966 Cumulative Varied Sect 7 252+25 to 254+75 ESALs to Sect 11 267+15 to 269+25 PSI~2.5 Sect 17 287+25 to 289+75 Sect 18 290+25 to 292+75 Sect 19 293+25 to 295+75 Sect 30 326+75 to 330+25 Sect 34 258+50 to 260+75 Sect 35 261+25 to 263+50 Base Mass C AC & FDAC 1966 Cumulative Varied Sect 2 237+25 to 239+75 ESALs to Sect 6 249+25 to 251+75 PSI - 2.5 Sect 12 269+75 to 272+25 Sect 16 283+00 to 286+50 Sect 20 296+25 to 298+75 Sect 33 256+25 to 258+25 Base Mass D AC & FDAC 1966 7 Cumulative Vaned Sect 1 234+25 to 236+75 ESALs to Sect 3 240+25 to 242+75 PSI=2.5 Sect 5 246+25 to 248+75 Sect 8 255+50 to 257+75 Sect 21 299+25 to 301+50 Sect 28 320+75 to 323+25 l Sect 32 333+75 to 336+50 C-26

In ~ 0 or ~ ~ ~ C~31 -1 ~)1 ~1 `1 -1 -1 ~)1 cc ~ ~ ~ En A: ~ +~.~-~+tl o ox by= 1: ~ ~ hi ~ ~ in ~ Lr) o o ISa Cal ~ ~ U) o Cal Cal ~)1 ~1 -1 - 1 - ~ . x~ ++t Cr) ~. ISa lo al al al al al al al my.,...+ ~ to a ~0 FUN ~Oo o ~ 2, i; (J a) ISa , o - Ct a) .> ~ o u u u Ul ~,1 U ++'~2Tl+  ~ a= :~ -~_ _ UP _ ~ cr) ~ _ O ISa C-27 V) o .~ Cal a) U) a' cn - a, ._ a) x o o o LO ~ - os p o ~ o -~ - ~ cq o uo) o c~ a ~ -

Table C-4. Summary table of selected Alabama pavement projects. Traffic Estimates Project Location Pavement Construction Evaluation Identifimbon (mileposts) Type Year Period, yrs Parameter I Value I-2~1(18) EB, Jefferson & St. GA;r Co. I-2~1(18) WB, Jefferson & St. Weir Co. I-65 1(19) NB, Mobile Co. 1 I-65 1(19) SB, Mobile Co. | I-65 1(20) NB, Escambia Co. | I-65-1(20) SB, Escambia Co. I-85-1(15) NB, Macon Co. I-85-1(15) SB, Macon Co. F-372 (4) EB, Tuscaloosa Co. maul - mn\~ E~ hews · ma' ~ we:: An/ lava me F&U-122(5) SB, Houston Co. F&U-122(6) NB, Houston Co. F&U-122(6) SB, Houston Co. I-2~1 (14) EB, St. Clair & Talladega Co. I-2~1 (14) WB, St. Clair & Talladega Co. I-2~1(19) EB, St. Clair Co. I-2~1(19) WB, St. Heir Co. I-59-2(22) NB, DeKalb Co. I-59-2(22) SB, DeKalb Co. I-59-2(23) NB, DeKalb Co. . I-59-2(23) SB, DeKalb Co. I-59-2(24) NB, DeKalb Co. I-59-2(24) SB, DeKalb Co. I-65-3(1) NB, Jefferson Co. I-65 3(1) SB, Jefferson Co. I-65 3(14) NB, Jefferson & Blount Co. I-65 3(14) SB, Jefferson & Blount Co. I-65 3(15) NB, Blount Co. I-65 3(15) SB, Blount Co. . I-65 3(16) NB, Blount Co. I-65 3(16) SB, Blount Co. I-65 3(17) NB, Jefferson Co I-65 3(17) SB, Jefferson Co. I-6~3(20) NB, Culln~an Co I-65 3(20) SB, Cullman Co. I-65 3(21) NB, Culln~an Co. I-65 3(21) SB, Cullman Co. _ I-65 3(22) NB,Cullman Co. I-6~3(22) SB, Cl~lln~an Co. 0.0 to 8.3 0.0 to 8.3 0.0 to 3.7 0.0 to 3.7 0.0 to 11.5 0.0 to 11.5 O.Oto3.1 0.0 to 3.1 0.0 to 1.3 0.0 to 1.3 0.0 to 2.9 0.0 to 2.9 0.0 to 9.0 0.0 to 9.0 0.0 to 4.3 0.0 to 4.3  0.0 to 5.0 0.0 to 5.96 O.Oto7.0 0.5 to 72 0.0 to 4.5 O.Oto5.5 0.0 to 10.0 0.0 to 9.5 0.0 to 4.5 0.0 to 4.5 O.Oto5.5 O.Oto5.5 0.0 to 4.5 0.0 to 4.0 0.0 to 3.97 O.Oto3.97 0.0 to 2.5 1.0 to 33 0.5 to 6.4 O.Oto6.4 O.Oto6.9 O.Oto6.9 0.0 to 6.4 O.Oto6.4 O.Oto3.0 0.0 to 3.0 . 1962 1962 1963 963 962 . 1962 1961 1961 1961 1961 196 1961 1960 1960 1961 1961 1960 through 1964 NA NA NA NA NA NA NA NA l . NA NA NA NA NA NA NA NA NA NA NA NA  NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA j NA NA NA 1 NA | NA | . NA | NA . NA . NA NA . NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA  NA: Not a~railable. C-28

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Table C-5. Sununary table of selected LTPP GPS design groups. Design Traffic Estimates Group Pavement Cons~ucdon Evaluation Identification | Location l Type | Year | Period, yrs | Parameter I Val1e,n~ons GP~1 AC on granular base Avg Annual ESALs AL 4126 Alabama 1987 2 0.62 ID 9032 Idaho 1987 3 0.06 FL 4106 Flonda 1987 2 0.61 ID 9034 Idaho 1988 3 0.14 NC 1992 Norm Carolina 1988 2 0.09 SD 9187 Soup Dakota 1988 3 NA TX 1178 Texas 1987 3 0.07 GPS 2 AC on bound base Avg Annual ESALs AL 4073 Alabama 1987 2 0.17 TX 3679 Texas 1987 2 0.07 GPS-3 JPC Avg Annual ESALs FL 4059 Florida 1989 2 0.17 PL 4109 PloAda 1989 2 0.17 SD 3052 South Dakota 1988 4 0.02 WI 6351 Wisconsin 1988 2 0.23 WI 6353 Wisconsin 1988 2 0.23 WI 6354 Wisconsin 1988 2 0.23 WI 6355 Wisconsin 1988 2 0.22 co m6 Colorado 1988 0.54 GP~5 CRC Avg Annual ESALs TX 5283 Texas 1988 3 0.36 TX 5284 Texas 1988 3 0.22 TX 5310 Texas 1987 3 GP~7A AC overlay on PCC Avg Annual ESALs PA 1610 Pennsylvania 1988 4 0.42 PA 7025 Pennsylvania 1987 0.09 GP~9 Unbonded PCC Avg Annual ESALs PA 16D Pennsylvania overlay on PCC 1989 4 1.26 CA 9107 I California 1 I 1989 1 3 1 1 0.56 1 NA: Not available. COO

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Table C-6. Summary table of selected RPPR design groups. Traffic Esiimates Design Group Pavement Cons~uchon Evaluation Identification | Loca!don I Type | Year | P6riod' yTs |parame~er| r~h 12-in JPC, no base, no dowels Ontario JPC 1982 10 ESALs 2.1 (ONT 1-lWB & ONT 1-lEB) 8-in JPC, permeable ATB, no dowels Ontario JPC 1982 10 ESALs 2.1 (ONT 1-2WB & ONT 1-2EB) 8-in JPC, LCB, no dowels Ontario JPC 1982 10 ESALs 2.1 (ONT 1-3WB & ONT 1-3EB) 7-in JPC, LCB, no dowels Ontario JPC 1982 10 ESALs 2.1 (ONT 14WB & ONT 14 EB) 9-in JPC, ag~egate base, no dowels North JPC 1967 25 ESALs 14.2 Carolina ~C~i New York JPC 1968 24 ESALs 5.5 (NY 1-1, NY 1-8a, & NY 1-8b) 9-in JPC, LCB, no dowels Arizona JPC 1981 11 ESALs 5.1 & 4.7 (AZ 1-6 & AZ 1-7) l~in JPC, no base, no dowels Anzona JPC 1975 & 1979 13 & 17 ESALs 6.5 & 5.6 (AZ 1-2 & AZ 1~) 8.tin JPC, (:TB, no dowels California JPC 1971 21 ESAI^s 11.9 (CA 1-1, CA 1-2, CA 1-3, CA 1~, CA 1-9, & CA 1-10) 8.4-in JPC, LCB, no dowels ~alifornia JPC 1971 21 ESALs 11.9 (CA 1-7 & CA 1-8) 11.4-in JPC, CrB, no dowels California JPC 1971 21 ESALs 11.9 (CA 1-5 & 1-6) 8.tin CRC, CrB California CRC 1971 21 ESALs 11.9 (CA 1-11, CA 1-12, CA 1-13, CA 1-14, CA 1-15, and CA 1-16) ~in JRC, ag~regate base Minnesota JRC 1970 22 ESALs 7.4 (MN 1-3, MN 1-4, MN 1-23, & MN 1-24) ~in JRC, ATB Minnesota JRC 1970 22 ESALs 7.4 (MN 1-5, MN 1-6, MN 1-15, MN 1-16) 8-in JRC, CI,B Minnesota ; JRC 1970 22 ESALs 7.4 (MN1-11,MN1-12,MN1-17,&MN1-18) 9-in JRC' aggregate base Minnesota JRC 1970 22 ESALs 7.4 (MN 1-2 &e MN 1-22) 9-in JRC, ATB Minnesota JRC 1970 22 ESALs 7.4 (M~J 1-8 & MN 1-14) 9-~n JRC, CTB Minnesota JRC 1970 22 ESALs 7.4 (MN 1-10 & 1-20) 1 1 1 1 1 1 = 1 in = 25.4 mm C~3

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Table C-7. Summary table of selected Ar~zona highway projects. ~ Project ~ Locahon ~ Pavement ~ C onstruchon ~ Evaluation ~Traffic Eshmates I Identification ~ (mileposts) ~Type ~Year ~ Period, yrs | Parameter I Value (millions) ~ I-17 SB, Coconino Co. (2) | 323 to 328 ~JPC ~1974 ~19 | Avg Annual ESALs ~0.90 j I-17 SB, Coconino Co. (1) | 312 to 323 | JPC 1 1975 ~17 | A 3 Annua1 ESALs | 0.84 I-40 EB, Coconino Co. (2) 1 206 to 218 1 JPC 1 1970 1 15 1 A 3Annua1 ESALs 1 1.80 . ~ t-17 SB, Coconino Co. (3) | 329 to 333 | JPC | 1974 | 19 | Av Annua1 ESALs | 0.93 I-10 WB,Maricopa Co. | 134 to 138 | JPC ~1985 | 8 | Av Annual ESALs | 2.08 . | I-10 EB, La Paz Co. | 31 to 45 | AC | 1973 | 14 | Av Annua1 ESALs | 1.95 | I-19 SB,Pima Co. | 35 to40 | AC | 1976 | 17 | Av Annual ESALs | 0.37 I-40 WB, Mohave Co. | 76 to 84 | AC | 1977 | 15 | Av Annua1 ESALs | 1.26 I-lO EB, Cochise Co. | 345 to 357 | AC | 1976 | 17 | Av Annua1 ESALs | 1.96 I-15 NB,Mohave Co. | 21 to 29 I AC | 1974 | 19 | A g annual ESALs | 0.96 I-40 EB,Navajo Co. (1) | 251 to258 | AC | 1979 | 12 | A gAnnua1 ESALs | 2.37 153 to 158 AC/PCC 1986 Avg Annua1 ESALs 2.83 . -40 WB, Coconino Co. (1) | 153 to 158 | AC/PCC | 1986 | 6 | Av Annual ESALs | 2.56 40 EB, Cocor~ino Co. (2) 1 206 to 212 1 AC/PCC 1 1987 1 6 1 Av Annua1 ESALs 1 2.65 I-17 SB, Yapavi Co. | 263 to 269 | AC/AC | 1980 | 10 | A g Annual ESALs | 2.83 | I 40 EB,Navajo Co. (2' 1 259 to 268 | AC/AC | 1979 | 8 | A g annual ESALs | 2.83 I W E~ N~v G' C} 278 to 283 AC/AC 1981 Avg Annual ESALs 2.34 | I-40 WB,Navejo Co. (3) | 277 to 283 | AC/AC | 1982 | 8 | A g annual ESALs | 2.73 | S-260 EB, Yapavi Co. | 207 to 217 I AC/AC | 1980 | 14 | A g Annua1 ESALs | 0.16 I-17 NB, Yapavi Co. 263 to 269 AC/AC 1980 10 Avg Annual ESALs 1.20 , . . . . C~49

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Table Cog. Summary table of selected Georgia highway projects. . Project Traffic Estimates Project Location Pavement Construction Evaluation Identification ~ (mileposts) ~ Type | Yea | Period, yIs | Par meter I Value, GA 365 NB, Hall Co. 24 to 29 JPC 1982 Avg Annual ESALs 0.44 | GA 316 EB, Gwinnett Co. | 5 to 10 | JPC | 198 | 10 | AvgAru no ESALs | 0.59 I-575 NB, 25 to 30 JPC 1986 Avg Annual ESALs 0.41 Cherokee & Pickens Co. GA 400 NB, 41 to 46 AC 1981 9 Avg Annual ESALs 0.09 Dawson & Lumpkin Co. | GA 365 NB, Habersham Co. | 46 to 51 | AC | 198 | 6 | AvgAmual ESALs ~0.19 GA 365 SB, Stephens Co. 53 to 58 AC 1991 Avg Annual ESALs 0.17 I-75 SB, Valdosta Co. O to 5 AC/JPC 1981 13 Avg Annual ESALs 1.52 I-75 SB, Houston & Peach Co. (1) | 127to 132 | AC/JPC | 198 | 9 | Avg Arsenal ESALs | 1.74 | I-85 SB, Banks & Franldin Co. | 165 to 170 | AC/JPC | 198 | 7 | Avg Amual ESAls | 1.30 l I-75 NB,Houston Co. | 128 to 133 | AC/JPC | 198 | 11 | AvgAmual ESALs ~0.91 I-75 NB, Houston & Peach Co. (2) 134 to 139 AC/JPC 1981 11 Avg Annual ESALs 1.66 | 1-85 NB, Hart & Franklin Co. | 174 to 179 | AC/JPC | 198 | It | Avg ATuna1 ESATs | 1.13 I-95 SB, 100 to 105 AC/AC 1985 Avg Annual ESALs 1.40 Chatham & Effingham Co. l I-185 SB, Troup Co. | 43 to 48 | AC/AC | ]98 | 7 | AvgAmual ESATs | 0.61 I-20 EB, Newton Co. 93 to 98 AC/AC 1986 Avg Annual ESALs 1.43 I-75 NB, Whiffield Co. 328 to 333 AC/AC 1983 Avg Annual ESALs 1.93 I-20 EB, Cobb & Douglas Co. 44 to 49 AC/AC 1980 Avg Annual ESALs 1.02 1-75 NB, Cobb & Cherokee Co. | 269 to 274 | AC/AC | ]987 | 5 | Avg Annul ESALs | 1.32 C-57

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to - ~ he A) ~ Hi o '~ o o o o o - - - - ~ Co c~ o - cN ~ ~ ~ c~ c~ cr) cr) ~ c ++-:~.. ~+ u, ~ o =; oo 3 O ", - Ptl U ~ O ~ U) _ ._ o o~ ~ ~0  4, ~i - u O ~ _ ,= os ~ - U) O ~ ~ - n~ ItU/UI ~sseu4Bno~ J6leW S`ew ~r 0\ _ ~ 0\ _ ~ 0\ C~ 0\ 0\ _4 _. 0\ 0\ O _ ~ _. 0\ _ ~ C~ 0o _ 0o 0\ _ _ ~ O ~ _1 C~ cr) ~ U~ O O O O O ~ ~ _~ _ O O O O O _ _ _ _ _ 8 o ~o 8 ~o IolI_2 [. I ~ r-. /, J ~E ,c <: N. ~c  c~ OC CO~.- . O 0 0 0 _ Iwlul ~sseu4Bno~ Je~eW S`ew 0b 0 0e 3 O . - ~ 5 U _ Z on - t~ ~ ' - o o~ _ - ox _ C~ cr~ C~ _ o~ ox _ _ o~ _ o ox o~ ~ _ _ - ox _ oo O0 - ox _ cr~ _ ox _ Lr) oo - o~ o os ~ O O ~ _ ~ =0 ~ _ o _ ~ o C-62 .ml~ 'ssau~no~ ,~ sie~ _1 C ' ~ o. c ~r O Iw/ul ~sseu4BnoU JeleW s~eW  o~ ao 0\ _ ~ o~o .= ox _ 0\ o~ o o CJ ~_ v, o ·04 c~ cn :^ c~ bO · - e_ o a) - cn o 0\ _ 0\ _ C~ 0\ _ _ 0\ 0\ _ 00\ C~ ;;- 0\ 00 0\ _ 0\ 0\ _ 0\ o U)  U, a) bO o ~; U a, ~4 '_ F~

- o - ~ ~ ~ ~ rid cad ~ red ~ ~ o o o o o - ~ JO He ~ en ~ ++.~:-~+ -o ~O \S :e o o o o in ~ co cad it 'sauna Ha-~ Spew _ 0\ or 0\ 0 or _ Car cry a) 0\ or 0 0 ~ do or e, ~ ~ 0 0 0 0 0 t+'2ll 1 ~ O 2,,[ %~=  =< o o o o o Car ~ _ - ~ ~ssau~no~ `~ sat 00 . 0\ or or cr or - _ ~ _` a) o _' Cay o ear! Cay a) ~4 e_ o a' a~ a' a' u] o u) cn ~n a~ bC o ~; · -  C-63

Table C-9. Sununary table of selected Illinois interstate highway projects. I-24 EB, Massac Co. I-24 WB, Massac Co. I-24 EB, Johnson Co. I-24 WB, Johnson Co. I-57 SB, Fayette Co. I-57 SB, Marion Co. I-57 NB, Iroquois Co. I-57 SB, Iroquois Co. I-64 WB, Wayne Co. (1) I-64 WB, Wayne Co. (2) I 64 EB, White Co. I-64 WB, White Co. I-72 EB, Macon Co. (1) I-72 EB, Macon Co. (2) I-72 EB, Macon Co. (3) I-72 EB, Macon Co. (4) _ _ _ Project Project Location Pavement Construction Evaluation Identification _ (mileposts) Type Year Prod, yrs 31.4 to 37.0 CRC 31.4 to 37.0 CRC 16.7 to 23.7 CRC 16.7 to 23.7 CRC 134.0 to 142.0 CRC 109.8 to 114.5 CRC 272.4 to 279.6 CRC D2.4 to 279.6 CRC 97.9 to 103.1 CRC 103.1 to 110.1 CRC 122.6 to 128.6 CRC 122.6 to 128.6 CRC 21.2 to 29.2 CRC 31.5 to 37.5 CRC 42.0 to 48.5 CRC 48.5 to 53.5 CRC 145.3 to 155.0 CRC 145.3 to 155.0 CRC 5.6 to 11.6 CRC 71.5 to 77.1 CRC 151.0 to 156.0 CRC 151.0 to 156.0 C;RC 145.2 to 151.0 CRC 145.2 to 151.0 CRC 187.9 to 194.9 CRC 195.0 to 201.0 CRC 109.7 to 115.7 CRC 109.7 to 115.7 CRC 86.4 to 96.1 CRC 86.4 to 96.1 CRC 96.2 to 102.2 CRC 96.2 to 102.2 CRC 102.2 to 109.7 CRC 102.2 to 109.7 CRC 58.9 to 66.9 CRC 58.9 to 66.9 CRC . _ 66.9 to 75.9 CRC ~ . 128.1 to 134.0 AC/CRC 128.1 to 134.0 AC/CRC 82.3 to 90.3 AC/JRC 82.3 to 90.3 ~AC/]RC  I-74 EB, McLean Co. I-74 WB, McLean Co. I-72 WB, Sangamon Co. I-55 SB, Montgomery Co. I-55 NB, McLean Co. (2) I-55 SB, McLean Co. (2) I-55 NB, McLean Co. (1) _ _ I-55 SB, McLean Co. (1) I-55 SB, I;ivingston Co. (1) I-55 SB, Livingston Co. (2) I-39 NB, Okle Co. (3) - I-39 SB, Okle Co. (3) - I-39NB,LeeCo. I-39 SB, Lee Co. I-39 NB, Ogle Co. (1) I-39 SB, Ogle Co. (1) I-39 NB, Ogle Co. (2) I-39 SB, Ogle Co. (2) I-39 NB, LaSalle Co. (1) I-39 SB, LaSalle Co. (1) I-39 SB, LaSalle Co. (2) I-57 NB, Fayette Co. _ I-57 SB, Fayette Co. I-70 EB, Fffinghan1 Co. I-70 WB, Effingham Co. 1972 1972 1971 1971 - 1970 1968 1969 1969 1974 , 1974 T 974 T . . 1 1974 r . . 976 r 1977 1976 1978 1971 1 1971 ~ 1975 r _ 1973- T 1977 977 1976 1 1976 1 1 1976 ~ 1 1977 1980 1gHO 1 ~1 1985 1 1 1985 1  1 1982 1 1 1982 1 1982 1982 rl984 1 . , T 1984 1 1984 rl988 1 . , T 1988 1 1985 l 1 1985 1 C-64 .l. |Traffic Estimates It LHI |Parameter 1 Value, millions 1| ll , ,1 I Avg Annual ESALs ~ Avg Annual ESALs 1 | AvgAnnualESALs | AvgAnnualESALs | AvgAnnualESALs ~ AvgAnnualESALs 1 ~ | AM Annual ESALs | AvgAnnualESALs l | AvgAnnualESALs | Avg Annual ESALs | ~ Av,2 Annual ESALs ~ 1 ~ 1 I Avis Annual ESALs I 1 ~ 1 | Avg Annual ESALs | | AvgAnnualESALs | | Avg Annual ESALs | | AvgAnnualESALs | I Avis Annual ESALs I 1 ~ 1 | Avg Annual ESALs | | Avg Annual ESALs | | Avg. Annual ESALs | | AvgAnnualESALs | | Avg Annual ESALs | I Avis Annual ESALs I 1 ~ 1 ~ Avis Annual ESALs ~ 1 ~ 1 | AvgAnnualESALs | l | AvgAnnualESALs | l | AvgAnnualESALs | | AvgAnnualESALs |  I Avis Annual ESALs I 1 ~ 1 I AvgAnnualESALs I 1 ~ 1 | AvgAnnualESALs | l | AvgAnnualESALs | | Avg Annual ESALs | l | Avg AnnualESALs| | AvgAnnual ESALs| | AvgAnnual ESALs| I Av~Annud ESALs I 1 V 1 | Avg Annual ESALs| | Avg Annual ESALs| l | Avg Annual ESALs| l | Avg Annual ESALs | 1 0.118 1 0.118 1 0.110 0.110 0.447 0.488 l 0.576 0.576 - 0.404 1 0.398 0.369 '1 0.36911 ~1 0.249 0.263 11 0.285 0.331 0-517 'A 0.517 0.259 0.751 ~1 0.673 : 0.673 0~577 ., 0.577 1 0~709 1 11 1 0.742 1 11 0.219 0.219 0.402 ~1 1 0.402 11 ~1 1 0~68 1 11  1 0.268 · '1 0.268 1 11 1 0~68 1 11 0~19 0344 0.344 0.630

t I I I I ~ O O O O O _4 ~ A) d LO ~ Car) CO lo) lo) ~ lo) C O A, O. Q. 0 ~4 0 ~ O Up CO + ~ ::':',' ~ ~ + 1 - - a= o 1- ~1 0u tt ~ ~ _ . ~ ~ . ~·= ~ 1 on~ ~ O ~OLO O O ~U)~ ISIS 'ssau~no~  ~0 0 0 0 0 . . . . · . ~ Cal c') ~ C~ ~ C~ ~ . (L, O ~. O ~,. O. P4 O. ~, O. U~ C~ eC ~ ~C ~ ~ ~ ~ ~ ~ C~ + ~ ~ : ~ ~ ~ + U. c U) . ~q 0 C to ~ U. 0 P: ~ ~C ~ p ·e 0 U' ._ ~ 0D ._ o 5 - ~: c) ,~s ~o ~ e c \ ~D t' U) o U) o U) C ~o ~ ~ _4 ~ lurtu~ 'ssau~no~ o . . . . . . . ~ ~ oo c,` 0 ~ C~ _. C ~C~ ~C4 ~C4 - = `= - = ~ O0 ~ C~ ~ O e. CN + ~ ~;2" ~ ~ + + g o - U) ~ o 0 ~ - 0 o o3 o · o~ ~4 t. ·~ . o~ ~n  · o g o ,,, ~ U) . g ~ o u U~ ~ o . o ~ r. ·E o U) o IUI~ 'ssau~no~ . . . . . . . oo ~ 0 _. P" ~ ~ ~ Ck. ~ P-, ~ P" ~ =. ~ cL, O ~C + t ~ ~ ~ + + U) c ~n iJ .,~ ,c. o ~ ~ o ~q ~ U P) ·e o ~, · - ~4 tn . o - ~ C-65 cn o .~ a' CD = C~ ·= . cn o .9 - V) o CO cn g ~  C ~ U~ ;,c, .~ o~ ~a u ~ ~ I r ~ U ~O O ~ ~ ~_~ _d .nu~ 'ssau~no~

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Table C-IO. Sununary table of selected Iowa highway projects | Project l l l l Traffic Estimates Project Location Pavement Construction Evaluation Parameter ~Value Identification (mileposts) Typ Year Period, yrs US 20 WB, Black Hawk Co. W.52 to 230.65 JPC 1984 9 Avg. Annual ESALs 0.27 US 218 SB, Johnson Co. 90.10 to 96.80 JPC 1983 If Avg Annual ESALs 0.25 US20EB,BuchananCo~ 249.41 to253.72 T JPC T 1983 T JO | AvgA~ MESAS T 0.17 C-76

lo a ~ lo o o ox or o ~ - ~ o o or oY tt CD In CD 3 o - u os a_ - - or _. Cal cry . 8 If Cal O ~0 ~ ~ Cal 0\ ID ~ ~O ~_ 0\ 0\ 0\ 0\ ~ ~ t ~ ~ ~ ~ ~ ~Cal ~ .... or ~oror Lr'cr) ~Cal ~Lr)Ln r. F or 00 0\ 0\ 0\ 1 ~/U! NISI Pandora elope anon an_ cut 0 U'2 to. ~- ~ ` 0\ 0 _ O ~ ~ ~ _ ~ ID ~ Cal ~ Do lo, Do en 0\ ~ 0\ ~ O Pa O + ~ ~- Y~ ~ + a, - ~ o E~ ~ u) b4 eBy ~ u o ~ - -  ~ p ·- :^ ~ F~ _ O ~_ _ ~ cn o ·= cn F~ C~ ~4 ·~ ~_ CJ a' - au cn o c,`. I cn a' p cn cn a' ~4 o ~; o U a) ~_ ~0 u~ ~ ~ 0\ 0\ 0 0 _ ~ ~ cr, ~r ~ u~ ~ ~ ~ ~ ~ U~ _ Ln C~ 0\ C~ ~ C~ O\ C~ ~ C~4 ~ C~ ~D ~ C~ C~ 0\ ~ Lo P~ ~ ~ ~ ~ U) P~ Ln ~ U~ ~~ ~~ ~ - ~~ > - > - >~ ~ ++ .. ll++ 1 F.% ...i · i! ~-~ ~ l l o ~ o ~ o u) u) c~ o ~ ~ <~ .~/u}'I~I ~II.Io~a ~o~leG 11ln°S o ox a~ o~ - 4 0 o~  o~ t_ a: a: o~ ao o~ 0n ~ 0 - - o o c~ C-77 R: u~ O ~ O 0 _~ ~ ~ _. I.u~ 'IHI Jalliola elo~lea ~noS o' . ~ ~4 . o~ · ", . o~ . ~ OS 0

Table Cell. Summary table of selected Kentucky highway projects. . | Project Traffic Estimates Project | Location Pavement Construction EvaluationParameter 1 1994 Value Identification ~ (mileposts) Type Year Period, yrs I I-24 EB L on Co. 41.0 to46.0 AC 1980 ADT(2-wa ) 11,160 , y Y I-24 WB, Lyon Co. 41.0 to 46.0 AC 1980 4 AM (2-way) 11,160 I-24 EB, Caldwell & Tngg Co. 55.0 to 66.0 PCC 1980 12 AM (2-way) 10,880 I-24 WB, Caldwell & Trigg Co. 55.0 to 66.0 PCC 1980 12 AM (2-way) 10,880 I-64 WB, Shelby Co. 31.0 to 39.0 AC/PCC 1984 10 ADT (2-way) 28,670 Bluegrass Parkway WB, | 67.0 to 71.0 | AC/AC | 19' ~| 10 | ADT (2 way) | 7,850 Woodford Co. I-64 EB, Carter Co. 168.0 to 172.0 AC/AC 1982 12 ANT (2-way) 13,000 I-64 WB, Carter Co. 168.0 to 172.0 AC/AC 1982 11 ADT (2-way) 13,000 1-65 NB,Hart Co. 1 64.0 to71.0 1 AC/AC r l9l 5 ~9 ~ADT(2 way) ~26,400 4 I-65 SB, Hart Co. 64.0 to 71.0 AC/AC 1984 10 AM (2-way) 26,400 I-71 NB, Gallatin Co. 61.0 to 71.0 AC/JPC 1983 11 AM (2-way) 23,000 I-71 SB, Gallatin Co. 61.0 to 71.0 AC/JPC 1983 11 AM (2-way) 23,000 I-75 NB, Grant Co. 154.0 to 159.0 AC/]PC 1986 8 ALIT (2-way) 27,800 I-75 SB, Grant Co. 154.0 to 159.0 AC/JPC 1986 8 ADT (2-way) 27,800 , . Mountain Parkway EB, 3.0 to 11.0 AC/JPC 1986 8 ADT (2-way) 12,100 Clark Co. Mountain Parkway WB, 3.0 to 11.0 AC/JPC 1986 8 AM (2-way) 12,100 Clark Co. Western Kentucky Parkway EB, 65.0 to 72.0 AC/JPC 1986 8 AM (2-way) 7,730 Ohio Co. Western Kentucky Parkway WB, | 65.0 to72.0 | AC/JPC | 1916 | 8 | ADT(2 way) | 7,730 :~ Ohio Co. Bluegrass Parkway EB, | 0.0 to 52.0 | AC/JPC | 19, 6 | 8 | ADT (2 way) | 7,100 Anderson Co. Bluegrass Parkway WB, 47.0 to 52.0 AC/JPC 1986 8 ADT (2-way) 7,100 Anderson Co. C-78

o o. o. o. o. d4 ~ ~ ~ ~ o o o o o o o o o o ~ ~ u) ,., 1' ~ To' 'T ; u, -- - a~ 11'... =~~ ~ 11.... ~ ~ TI:' <: .s - u) ~ (IM) X8PUI 4!1!qeaP!8 ~4 oo oo c~ ~4 x - ~ oo ox - - ~ o 0 os ~ o. o. o. o o. o Q Q Q Q o o o o o _4 ~ ~ ~ U. ~ ~ ~ ~ ~r C ~ I ~ I ''I cn i ~ ! :t <E .....  .q .s U~ ~ C~ (IO XaPUI 4!llqeap.r~ OD oo ~o oo C~ ~r oo o~ 4 o oo o ~ c E~ cn 64 c =; E~ so o - ·e ~ ° U .~n ps ~ 3 o _ C~ {~ ~ Lr~ ~) U~ U~ ~ ~ ~ ~ ~ ~ ~ o o o o o o o o o o o ~_ ~ u, ~ ~ ~ ~ 0 _ ~ ~ ~ ~r~ ~u ~D 11,ofl, tIT ~'' - b4 ~o h) C ~ .o .~c oo ao 1_. oo ~ oo o~ ~4 r~ oo oo (IM) XaPUI 4!1!qeaP!N a, 00 ·e 3  ·e u, U _ P - 4 ~- C-79 O ~ ~ ~ ~ ~ ~D u~ UO U) ~ ~ sD ~D ~ ~5 ~ 0 0 ~ _ ~ o Q ~ o 0 u~ ~ ~ ~ ~ 0 ~4 c~ ~ ~ u, ~ ~ u~ u~ ~D \0 ~D ~ ~ ~ ILIT"~s2lIlt ti _ ~. ~ U~ !! c ~ 0 _I ~ u, ~r ~O (ra) XaPUI 4!1!q~aP!N ~o oo oo _4 oo _. _l o oo cr~ _. cn o ._ u~ :^ ct bC ·_d Cd ~4 cn o ·_1 o u~ cn co bO o ~; . ·_4 F~

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us o ,.1 .s <: ~ o d4 cry at rut - ~ to or - ~ oo no (IM) XaPUI 4!1!q~aP!B r no in in ~ 0 FLU 0 ~ A: ·e 0 oo ._ _4 a; Us ~ ~ Go ~ O -I ~ ~ ~ ID ~ ~ ~ ~ ~ ~ o" 0 ~ ~ I ~ Il.l,.~! ~ ; ~ ~ I O >.d (Id) XaPUI 4!1!q~aP!8 cry _ 0\ or . ~ or oo  . ~ 1 1 ~ ~.C ~ o 3 0 in1 U) ~ ·= ~ ~ ~ s] ~>~ of] as MA ~ c~ fl u) ~ m" oo 43, oo ~< cr~ c~ oN u) oN ~ (r21) XaPUI 4!llqeap!~ 1 1 on u, ~ 0 U ~.! ~ _ 0 _ ·e 0 ~ .u, :^ C-81 U) ~D ~ 0 ~ O ~D ~D ~ ~D \0 ,o ~ ~ ~o ~ _ ~ ,o 0 Q  ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ filI"I'"'llITi . (IM) XaPUI 4!1!q~aP!M _ o~ _. o ~ °° ~u o ~_ _t _ 00 o' _4 u~ c~ o~ _4 oo o~ 0 _` ~5 ._ o _' co o .~ Cd a, cn :^ 3 ._ - cn o ._ o co v) co o · -

~5 c on us ~ o up ~ - ~a U ~ g ~ in tat 9 0 Up Up Up _4 ~ _/ _I ~4 o o o o o ~. . . ~ 0 - 4 ~ ~ ~ C ~ C ~ P" ,.,,., 1' o ~ , ~ .... . 1 . ~, . 8 o my U a: .5 .S ~ c; o =~. . . . Up ~rr, ~_ (IM) XaPUI 4!liq~aplM Cal or o 0 0 or no o ~  In C U) ~n C o ~a ·~ O ·m O O O O O I ~ 1 ~ ":';2 ~ n ~ ., O~C .5 .s o o U) - .~ (IM) XaPUI 4FI~qeap!~ oo oo o~ ~o cr~ ~ 0 ~ _ ~ U, O ~n ~ C~ U 3 o u: ·e ~ a, _ ·= ·m ~ C o C ~ o - 4 34 ~ ~C ~ 0 ~ ~ o o o o o o o o _ _____- o U~ ~o ~ oo ~ ~4 C~ ~ ~ ~ ~ ~ ~ to, TI.'TIT .~t _! ,1 ~ o ~- . ~U~ ~ .~.5 q ~ ~ J U) o ~ U) ~ 3 ! (~) xapuI 4!llq~aPFE  o~ ~D oo o ~ o ~o _I o ~Y ~n ~q 3 ~ ~ P o ~ _ ~ ·e ~ o ~ ~ C ·= ·G C~ v o o U~ sD r~ ~ ~ ~ O _ ~ _ o ~ _ o O ~ ~ ~ ~ ~ 0o ~ ~ ~ ~ tI ~ Tit - . - o~ o ~, 1 C-82 . o '~ tV oo oo C~ _ o (IM) xapuI 4!1!qeap!~ C~ ._ ~4 ~n o ._ o V) CO o - ._

1 a e.° ~,3 53; _ ~ c ~ ~ he u ~ V 3 ~1 ~ 11 oK .1 .s ~ us of _. cry O ~ ~ 0 0 0 0 0 0 0 _ _ _ _ _ _ _ 00 ~ O ~0 ~ ~ ID c Pa ~ a. ~ 0''' T! us fir cry ~ (1~) xapul M1llqsapl~ _ 0\ ~4 cat O _4 x 00 ID 00 0 ~ u 0 ~ . L. ~ ~ O u, tn eel ~ :~` on 0 .:c 0 _ ~ _ ;~ 3 no 0\ 0 ~ ~ _ _ 0 ~ _ ~ _ ~ ~o ~ 00 ~ 0 ~D ~ ~ ~D ~ ~ ~ ~ ~ t!..I22,ll P. ~  o~ h .5 ~ o, ~1 r 1 ~1 (1~) X9pU' ~lIlqBOpl~ U~ - ~ 0o 00 _4 ~0 O ~ C-83 u, c ~ ~o 4, ~a ~ p ~o 3 0 ~ P" n _ u, c 3 E ~ p ~ O ~ u ~` ~ 5 .5 <,` ~ o U~ ~ .. 1. a.; .. i]! . ..~... oo o~ o ~r ~ ~ ~ u~ o o o o o _ _ _ _ _# CO ~ o ~r ~ u~ u~ 1 .~.. 1 ~ O ~ ~ ~ ...-. 1, 1. t-' . ~. .. .. - o~ _. _4 oo . oo ~4 ~C~  ~_4 (1~) xapul ~11lqeapl~ ~ O ~ U g0 ~ ~ C u: ~ :01 C pO ~ ~ O ~U 00 0\ 0 ~r ~ ~ u~ u~ _ _ - 0 _ _ ~ ~ ~ U) -4 ~ ~ tI :~:.,', d 1 l 1 ~...;,:; U ~ o~ 4 . o x oo o~ (1~) xapUl ~Illq~apl~ _` a o _' CO o ._ u cn b4 ._ u ~n o ._ C~ o cn V) CO a; bO ._

Table C-12. Summary table of selected Washington highway projects. _ Project | Location | Paveme t | Construction| Evaluation Identification (mileposts) Type Year Period' yrs I-90 EB, King Co. (1) 24.6 to 29.6 PCC 1979 5 I-90 WB, King Co. (1) 24.6 to 29.6 PCC 1979 5 I-5 NB' Snohomish Co. 215.0 to 218.7 PCC 1976 11 I-5 SB' Snohonush Co. ~214.0 to 216.7 PCC 1976 11 I-90 EB, King Co. (2) 41.2 to 46.2 PCC 1975 I-90 WB, King Co. (2) 41.3 to 46.2 PCC 1975 9 I-90 EB, Adams Co. (1) ~200.9 to 207.9 ~ AC - - 1973 9 I-90 WB, Adams Co. (1) 200.9 to~206.7 ~AC 1973 I-90 EB, Adams Co. (2) 208.9 to 217.9 AC 1973 11 I-90 WB, Adams Co. (2) 208.9 to 217.9 AC ~1973 11 | I-5 SB, Cowlitz Co. 22.8 to 25.8 AC 1972 12 US 2 EB, long Co. 60.7 to 67.5 AC/AC 1975 9 US 2 WB, King Co. 60.7 to 67.5 AC/AC 1975 I-82 EB, Yakima Co. 32.1 to 36.0 AC/AC 1974 13 I-82 WB, Yaldma Co. 31.0 to 36.0 AC/AC 1974 13 I-90 EB, Grant Co. 137.9 to 141.7 AC/AC 1974 11 I-90 WB, Grant Co. 137.9 to 141.7 AC/AC 1974 11 US 97 SB, Yakima Co. 61.4 to 68.4 ~AC/AC 1979 7 Traffic Estimates Parameter 1 1994 Value AM (l-way) All (1-way) ADT (l-way) ADT (1-way) ADT (1-way) AM (1-way) ALIT (1-way) AM (1-way) ADT (1-way) ADT (1-way) ADT (1-way) ADT (1-way) ADT (1-way) ACT (1-way) ADT (l-way) ACT (l-way) All (1-way) ADT (1-way)  C-84 16,483 16,056 20,330 20,972 13,838 13,829 4,301 4,302 4,355 4,295 22,903 2,169 2,171 13,407 19,034 6,084 6,084 2,910

~\cID LO ~00 ... d4 ~c 1 ~ .... ~ ~ ~ ~ :-d ·. u) ~ - art l l l l l l l l l lo lo lo lo lo lo lo lo lo lo lo o c~ ~D ~ ~ O °o ~ ~ <~ ~ ~ ~ ~ - ~ ~ !Ui/s~uno~ 'ssau~no~ za~aulpeoH v~a U)~ .. C~ U) U} 4J 0s O O C,) 3 ~ o P: o o s =o K E ·m ~ b4 C=. .. ooo~ C~ .. U ~oo .. T+ .; l ~ ....... , ~ l .. ~ ~ . ~,~ 1ul/s~unoo 'ss;,u~no~ JalaUIpeo~ v:)a + i · D 1 1 1 1 1- o 0 0 0 0 0 00 0 u ~0 u ~0 u~ C~ .Tm/S;uno' 'ssau~no~ zalouIpeoN v~a LC) ~ r ~ ~  ! u ~ | · ~ | o o o o o o o o U ~o ~o ~C ~C ~ Im/s~unoo C-85 ~ssau~no~ 381oulpeoU VOd o ._ CJ a' cn b4 ~_ o bC cn Cd - a' cn .., o v: cn cn au - bC o a) bC ._

Hi hi ~ +~ ~ jot o lo lo o lo lo o lo o en ~ ~ !=/Sl~ - 'ssau~no~ ~alaulpeoM V;)d 0 0 oo ;^ 4, be TIC ~ ~ ~ ~ Cal t9$, 11 $ oe ++''.2T! ''~41" _ o o o o o In 0 us 0 us ~ ~ l_ undo . 'ssau~no~ ~alaulpeoU via 00 4, ~0  ¢ O i V) o ._ a' On be o i_ U) Cal a. c-86

u) c) Em c} r r4 _ _ O U O {~) ~ C; - ~ ~5 1" _ in O O I E u 1 1 1 1 1 Crx ~Cry o ~ ° - ax ° - oN ° (~\ ° (~\ ° OS ° tat C ~ C ~ C ~ C ~ C ~ C ~ ~ O ~ O e. O ~ O ~ O ~ O . i. ~ ~ % hi., ~ ~ ~ ~ ~ ~ ~ .. ·.,. ~ ~ ~ r .N ~1 _ ~__1~ ~ I I ~ I r T O fir, O Us O Up O ~ O 0 ~ Ir) ~ 0 ~ up Cat ~_. ~ .nn~unoo 'ssa~nOu ~a~=peOu v~a O ~ ~ ~ ~ ~ o~ =` ~ O~ ~ =` ~ 00 ~ O~ ~o 0O o~ 0` = ~ m~ - ~ m~ =~ ~ O e, 0 e, O ~ O ~ O ~ 0 ~ O C~ ~ C~ ~ C~ ~ ~ '; ~ ~ ~ ~ C~ + ~ --2-- ^~ ~ + + : ~ : ~ O U~ O ~ O t~ Ir) ~J - /s~unoo 'ssOu~no~ Jal7Uipeo~ v;'a . . . . . . . . . ~ O ~ C~ ~ ~ Lr) O ~ ~ ~ CN ~ ~ C~ C~ 0N ~ ~ crx oO cr 0 O O C~ ~ ~ ~ ~ ~ ~ ~ C~ C ~ C C ~ C =. ~ - ~ 8 §5 ~l o  o ~u[/s~unoo 'ssau~no~ Jal9=peo~ v~a . . . . . O 0 _I 0\ C~ ~ O O ~ Oi O ~ ~ ~ ~ ~ ~u ++ e~! mu - ~S ~ |` .o'm cd ~ ~ul/s~uno ~ 'ssau~no~ 39~al~peo~ v~a C-87 _` ._ o _' U) o = a' U) :^ o ._ - o ;^ U~ o au a - a, cn o ~n a' CO ~n b4 o ~; a) ._

~ - o ~4 in it - ~ As ~ =. + ~ a~ Ed 27 \- ~1. my- o o o o o o o o O O0 ~ d4 ~u`~unoo 'ssou~no~ ~a~aUJpeoU via o I`, ;^ au a) - V) o cn V) V) a' o C-88

~ us ~ ~ ~ ~ ~ us so 1 1 1 1 1 ID O ~ ~ LO so c +l ~ ~l c W. ~ ~ :~: -~- Aft\ - o o o o o o o A lo or ~or cO en en Im/s~unoo 'ssau~no~ 1alaulpeoN Voa . ~ J ~ O .~< ~ ~ O Car ;^ C, bC .¢ US ~ ~ rib ~ ~ . . . . . o \0 0- CD + ~ ·::.:2 -- ~ c 7T~  f~.~:.r =~ , O O O O O ~ O Im/s~unoo 'ssau~no~ 1a~aulpeo~ V3a K o ~ u) ~ o 1 o o u) oO p' o oo t) CO dd ·. ~ ~ ~: '*~-. ~ ~ u, cn u, c) ~ o o ~ · - o" ~ ~ :^ ~- D ~ l o _ ~ ~,.r... :. W:- ~ I: 1 ~ o ~ .= CN o ~.-  . . . . , , j j , . 0 Ln 0 In 0 ~0 C ~o ~U ~ ~4 pn/slunoo 'ssau~no~ 1a~au~peo~ v;)a o U~ o C, ~4 d~ U) ~ C~ ~ C~ P" ~ 2 ~L ~ ~ . 5 o O ~ ·g - ~ g ·e o ~ u) o - ~o ·s C-89 ~ ..,..~ ~ ·---~ U~ , o C a, ~L o V..N \;.! \ if;-::-:-: . . j j o U) o U) o U~ o U~ o o ~ ~ ~ o lul~unoo 'ssau~no~{ ~alalIlpeoN v~a o 4) 4} ~4 a' ._ o ~_  U) o ._ au cn bC ._ o b4 ~_ U) a; - a) cn ., ~ o ~n cn ~n o 1 ·_4

~ ~ ~ lo . ~ JO or or ~ co or ...~ or or - l ~ ~ c ~ ~ ~ +f ~ ~;" E ~ . u) u) c, ~ .\l o o o o u ~o u) o < ~ nu/~unoo 'ssau~no~ 3alaUIpeoM v~a 0 ~ ~= ~ O 4w 1 1 O O , Lr) , O , ~ ~ O bt ¢ ~ ~ i` i` ~ 1 1 1 O  eo ~ C~ t_ ~_ _ ~t_ ~t ~ ·-2m~ ~' S ~C t0 I I I I ~i I O O O O O O ~) 0 U') 0 It) C ~_. ~ TWm~0D '"au~no~ ~a'8U'peoil v~a . O u) b. _` ~_ o _' co o .= tJ a' cn ._ o bC cn ~i U) ~ ~ 00 ~4 ~i eP \8 ++ .' ~+ 0 jU ~ O O O O O O O O ~O ~ O  C~ nn~oo 'ssau~no~ ~alaUipeoU v~a o 0O b4 C-9O a' - o cn o V) cq ~n ~4 o ~:

Table C-13. Surnmarv table of selected M~nnesota highway projects. PrOiect PrOject LocatiOn PaVement COnS~UCtiOn EVa1UatiOn Identi8Ca6On (referenCe POintS) Type Year PenOd, yrS MN 71 NB, Be1trami CO. 338+00.400 tO AC 1990 343+00.553 MN 71 NB, ItaSCa CO. 345+00.000 tO AC 1990 2 349+00.714 MN 71 NB, KOO~iChing CO. 376+00.000 tO AC 1988 2 383+00.000 MN 7 EB, MCLeOd CO. 151+00.130 tO AC 1989 1 156+00.955 I MN 27 EB, DOUglaS CO. 60+00.154 tO AC 1989 4 65+00.945 , . MN32 NB, Red Lake CO. 79+00.266 tO AC 1990 4 1 83+00.000 I-35 SB, RiCe CO. 62+00.769 tO PCC 1990 4 68+00.446 (dOWe1S) I-94 EB, C1aY CO. ~17+00.754 tO BOnded 1990 3 24+00.018 PCC/CRC I-94 EB, Otter TaI1 CO. 62+00.144 tO PCC 1990 5 70+00.958 (dOWe1S) MN 60 EB, COttOn WOOd CO. 42+00.858 tO PCC 1990 5 49+00.911 (dOWe1S) MN 210 EB, CrOW Wing CO. 142+00.612 tO PCC 1991 ~4 147+00.133 (dOWe1S) . I-94 WB, StearnS CO. 138+00.447 tO AC/AC 1990 4 145+00.814 MN 23 NB, KandiyOhi CQ 166+00.674 to AC/AC 1989 4 170+00.000  C-91 Traffic Eshmates Parameter ~ Value,miDions AVg AnnUa1 ESALS Avg AnnUB1 ESALS Avg AnnUa1 ESALS AVg AnnUal ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESAES AVg AnnUa1 ESALS AVg AnnUB1 ESALS 0.013 0.013 0.013 0.083 0.014 0.019 0.451 0.356 1 1 AVg AnnUB1 ESAL;S AVg AnnUa1 ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESALS 0.362 0.084 0.065 0.288 0.034

o o o o o 8 g 8 °° 8 g 8 g 8 o, o. 0 o. o. o. o. o. o. ~ o o o o o o o o o o o o o o o o o o o o + + + + + + + + + + U~ ~D ~ ~ ~ oo 00 cr ~ o~ er ~r ~C + ^"''" ~ ~ + .= ~ ~ Z L ~ _ ~l o U~ o U) o ~o ~ <~ 0 ~ ~n ~ ~/UI IlII ~a~^ea ,,, - C~ ~ o o o o o o 8 ° g o° o o 8 o g Oo o ~ 88 88 88 88 88 88 + + + + + + + + + + + + oo ~ ~ o o _ - 4 ~ C~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + t ;< ~ ~ t c ~1 m o U) o ~ o U ~o U) ~o ~ ~ ~ .~/uT 'Il1I ~^ed : ~ o :^ oc ' ~n ~5 E~ C ~ o o ~ C~ ~ _ ~  ~ . _ ~ ~ ~, ._ ~ ~; o ·_ o ~o o o o _ _ _ _ _ ~ o o o o o o o o o o o U) o o o o o o o o o o o. o o. o o. o o. o o, o o o o o o o o o o o o o o o o o o o o o o o o o + + + + + + + + + + + + C~ ~ ~ LC) U) ~ ~ U) U~ U ~LO + t i ~ ~ + 1 1 o ~o U ~o _ -d~ C .5 u~ .= 0 - - ~ ~. ~o _. IUl/UI IMI ~a.L8^8,'I u, E~ o u, U C ~ _ ._ ~ ._ - 0 ~ ~ 0 ~ 0 c~ ~ ·e 0 ~ ~7 u, X 0 u, ._ C-92 o o o o o o o _ _ _ _ _ _ _ o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o go° gg go go° gg gg go + + + + + + + + + + + + + + ~C) ~' ~ oo a, ~ c~ 0 oo oo oo oo oo X C~ ~ ~ ~ ~ ~ ~ ~ CO CO ~ ~ t + I + t . C ~ C = _ ~ ~b oo  d. ~i ~o . . . Q o o o U ~o '=/U! ~I tP8.LaA8d . . , 0 0 0 0 u~ _. u, o .~ v: :^ bC ·_4 ct o co ·~ U a~ - v, o cn ~n v~ ~4 o ._

o o o o ~ o o o o o o o ~o o o o o o o o ~ o o o o o o o gg gg gg og + + + + + + + + O4 ~ a3 oo oO oo o o o o o o o o +~ ~ o~oo ~. . 1 ~o ~o u ~o ~ c ~u ~o ~LO ~4 - ~ !UI/UI 'I~I lPala^8d o U~ c) CN ¢ o o o o o o o o o° g 8 8 8 8 g° g 8 8 o+ 8 8 8 0+ 8 °+ 8 8 8 °+ ~o ~ \`, ~ ~ ~ ~o o o o o o o o o o o o o + ~ ? ~ ~ + ·~ o o o o o o  U) o ~ o U~ ~C~ IUI~ '~I 93ala^~a · U~ a, L. . oo _` o ~_ cn o ._ U) 3 ._ o cn ._ a' - CC o CD CO UD bC o C~ . . c-93

~n v] - ~ o ~ u o t p: - - u u ~ · - o~ ~ ~n · - ~ o · - cn cn g - u · - o u) · - - ~ o v, · - c o o o o o o ~ o o o o o o o o o o o o oo uN o o o o o o o o o o o o ~ ~ o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o + + + + + + + + + + + + + + ~ oo co ~ ~ o o ~ ~ ~ ~ ~ ~ ~ ~ . ~- ~ _4 ~ ~ ~ c~ r~ ~ ~ ~ ~ o o o o o o o o o o o o o o +t - li+T ., . o ~ ~ ~ . . . . ~ o , , I I I I ~ o ~ o ~ o U~ o U~ 0 ~ In ~ 0 ~ ~ c~ !UI/U! 'I~I ~aia^ea o o o o Q o ~ o o o o o o o o o o ~ ~g 8g og g8 oS 81 . . . . . . . . . . . . SS 88 88 88 88 88 + + + + + + + + + + + + ~ ~ ~ ~ LO \0 \0 ~ ~ 00 o0 00 \0 ~ ~D ~ ~0 ~ ~D \0 ~ \0 ~ ~ o o o o o o o o o o o o + t 6; ~ ~ ~  o - .e c 3 C .s ~.m ~ _ 1 1 1 1. l l l l l o o o o o oo o U ~o U ~o ~C ~ !~lUI 'Il1I ~la^8a 1 1 . . C~ ~ :^ oo . ~ ¢ - . - o cn o U, ~ CC ~ o ,= o o ~ o - _ ~ ~ o ._ U o ~ ._ _ _ ~ o ~ ._ o 0 0 0 0 0 0 0 1 _ _ _ _ _ _ _ _ oo o o o o o o o o o o o o o o Ln o o o o o o o o o o o o o o a: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cr . . . . . . . . . . . . . . . . O o Q O Q o Q o Q O o o o O O o o o o 0 0 0 ~ o o 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + U~ ~ ~ ~ ~ ~ oo oo ~ o~ ~r ~ ~ er ~ ~ ~ ~ ~ ~ ~r ~ ~ o O o o o O o o o o o O o o O o + t ~ ~ ~ + + I !UIIU! 'I}[I ~aioAea - ,,, - d~ - ~ ~` CN o ·= o o ·g  V) cd ·g ~g 88 8=o 8°° 88 8S 88 8° 8= 8 8 8 8 8 °o+ 8 °o+ 8 $ 8 $ 8 °+ 8 T 8 o+ O4 C~ ~ q ~ ~ U~ ~ ~ ~ ~ oc oo ~ ~ o o o _\ ~ ~ ~ ~D ~ ~ ~D ~ ~ ~ ~ ~ \0 ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cn + t ~ ~ ~ + + I I o cn V, oo o C~ u .bO o o o o U) o C-94 o - 1 o o o o U) _ ~4 IUI/U! D1I ~aia~ed - ,... ;^ _' o

· - o - ~ uD o · - cn o o o o o o o - - - - - ~ - ~ ~ ~ o o o o o o o o o o ~ o ~ ~ ~D O O O O O O O O O O ~ oo oo oo o g o o o o o o o o oo + + + + + + + + + + + + + + c4 ~ ~ ~ ~ ~ ~ h~ U~ ~ ~D ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ d' ~; + ~ N<: ~ ~ ~ + .~:^ o o o o o o o o o ~ o u) ~cN IUI/UI '~I tpala^~a o cn a ·s a' - ~n o CO CD UD  bO o ·_. C-95

c - ~r 0 ~ o . oo oo ~o ~ - ~ ~ ~n E~ . ~n - ~ - · o ~ · - ~ o z .cn - ~ - i7 o ~ ~n · - - o oo - -- o o o o o o o o o o o o o o. o o. o o o o o o o o o o o o o o + + + ++ + x oo ~ cr~ 0 sD ~ \0 ~ ~ -~ ~ ~ T ~ ~ ]... ~ ,. N.,, ~ . ~ .\ . o 8 P~ - o ~' :- ~o C~ ~ , . o U) o ~o ~o ~o ~U~ _1 TUIIUI 'IMI 1paia^ed ~o o o ~ o o ~o ~ o o o o o o o o o o o o o o ~ "o SS 88 88 88 SS 88 Soo 80 og 88 8g gg go 80 og + + + + + + + + + + + + + + + + oo ~ ~ o o ~ ~ ~ ~ ~ ~ ~ U~ U) U~ c~ ~ ~ ~ ~ ~ ~ ~ ~r _4 _4 ~ 4 _ -4 _~ _ ~ _ t_ _ _  l ttll++1 I .~-E o ' ' i ' ' ' , i O ~ 0 u~ 0 ~n 0 ~ O o ~ U~ ~ o ~ U~ C~ nulu~ '~I ~aia6ea _` ._ o c~ ~ - cn o · - cn - bC · - ~ o v) - c~ a, cn o cn v) o ~; · - L~ C-96

Table C-14. Summary table of selected South Dakota highway projects. | Project l l Traffic Es imates Project Location Pavement Cons~uction Evaluation Parameter I Value Identification (stations) Type Year Penod, yrs I US 14 EB, Beadle Co. (1) | 0+41 to 16+25 T PCC I 1985 T 8 | NA NA | US 14 WB Beadle Co. (1) 0+41 to 16+25 PCC 1985 8 NA NA , US 14 EB, Beadle Co. (2) 218+13 to 249+81 PCC 1985 8 NA NA US 14 WB, Beadle Co. (2) 218+13 to 249+81 PCC 1985 8 NA NA US 85 NB, Butte & Lawrence Co. 61+40 to 119+48 PCC 1986 7 NA NA US 16 EB, Perunugton Co. 1 52+05 to 104+85 1 PCC 1 1985 1 8 1 NA NA US 16 WB, Perunugton Co. 52+05 to 104+85 PCC 1985 8 NA NA US 18 EB, Fall River Co. (1) 35+28 to 82+80 PCC 1984 9 NA NA US18EB,FallRiver Co. (2) 1 306+21 to332+61 1 PCC 1 1987 1 6 1 NA NA US 18 WB, Fall River Co. (2) 306+21 to 332+61 PCC 1987 6 NA NA SD 115 NB, Minnehaha Co. 604+22 to 651+74 PCC 1988 5 NA NA US 81 NB, Brookings & 285+71 to 417+71 PCC 1990 3 NA NA Kingsbury Co. US81 SB,Brooldngs&Kingsbury| 285+71 to417+71 1 PCC 1 1990 1 3 1 NA NA Co. NA: Not available. C-97

oO ~5 c} in - ~ o up o ~ pa - ~ :3 0 En - ~ Is o ~ - 3 o U. + tic + ~ Lr) a. ~0 0 0 ~ _ _ ,~ _ or or + + + 0 0 ~_ ~ '222 ha. ~ of 1 ..~. ' 2. 2,. a\ .. \~ 'a ~ ~ ~ 22. ~ At, ·. 1 ~a- l\--: I:: of ~0 0 0 0 0 0 ~ ; up 0 ~ 0 up 0 ~ ~ _ _ (SJdM ~oq ]0 Bee) Imp via Rde~ol~o~a Vo of + + + 0 _ _ of ~  ~+ ~l a, ~ 1 1 1 Rim ~ :;2~ 0 0 0 0 us 0 (S,dM ~oq,~o S^e) .~/Ul'Ia gde~oll.~o~a vO u, ~4 CD C} C% . O U O ~ ~ - _ ~ ~ p) ~_ _ ~ ·- 5 ~ _ - 4 - tt! · ' O o V]  ~~ =" U O ~ ~ ~=~% = a C-98 _ o~ ~ Lr) C~ _ Ln + + + + + + a: ~ ~ e, 0\ C~ ~ ~ C~ ~ CN o o o o o o _ ~ C~ ~ C~  _ ~ ~ o~ C~ Lr + + + + + + oo ~ oo _ ~ C~ C~ C~ + >~' ~ + + 1 1 1~: . _ _ .. ~ . ~ oo o o o o , .. . . . . o~ o U) o U) , (ouel ~o la~uao) .~/u! JIa Mde~op.~o~a vO 4 o~ t~ Lr) C~ oo + + + + + + ox C~ C~ ~ o o o o o o _ C~ _ ~ ~ o~ ~ + oo cn oo cr) a~ _ ~ ~ ~ C~ C~ ~ ~ C~ .$~ $3E~+ 0 ~ . o U) o = a' cn o ct o  cn a a' v) o ~n cn v) oY o o o o o o ~ u) o uo o u) o i. c ~ - - (auel ~o la~uao) IUI/Ul'Ia gde~op.~o~a Va

LC + + + + + + + + + + ~ ~ ~4 r~ c~ ~ ~ o~ ~ cr 0 u~ ~ ~ ~ ~ oo ~ ~ o~ o o o o o o o o o o - - - - - - - - - - u~ ~ ~ oX ~ uo ~ - oY 0 c~ ~ oo _ ~ r~ 0 ~ u: + + + + + + + + + + ~ c~ ~ ~ ~ ao ~ oN ~ ~ u~ u) ~ ~o ~ c~ oo oo crs ox ~ + ~ ~ t + I ~ ~ E~ U) · Z o o .5 g ~ U. a - 3 o U) . o o C~ os  ~ - E~ U° U' 1V ~ U o ~: ~ O ~ - U, ~ _ ~ ~ Z o U) ~n o U. (oUel I° 39;uao .~ 'Ia q~e~oll.Io~a V C-99 ~ ~ o ~ ~ er ~ o + ~ + + + + + + ~ o Lr) _ ~ ~ ~D C~ t~ C - ] o o o o o o o o o a0 ~D e' ~ O 00 ~C\ ~r c~ + + + + + + + + Lr) O ~ _ ~ _ ~D CN c~ e, ~ Lr) Lr) ~ ~0 ~ t~ ~ +l i++1 ~ u ~E~ ~u~_~ 0\ :- 1~t \: ~ O O O O ~ Ln O ~O . ~ I.UI/~'la gde~oll.~o~a Vo cn ~ 0\ ~ + + + + ~ c4 u~ ~ ~ 0, _ ~ _ u~ o ~ 0 + + O O _ ~ u~ c~ ~ o~ ~ u~ O ~ kD 00 + + + + + + + uo ~ ~ ~ ~ 00 + ~++ 1  0\ + + o~ os O O _~ _ ~ 0 c4 + + 0, ,_ . ~.:.i auel ~o 1a~uao ! ~Ia llde~ollUo~d \ Lr) + o _. o + 0\ _` .= 8 _' ~n o .= C~ a) U) ~o o ~n a) - a' CD o . , , cn ~5 .,, _ ~ cn o~ o -

oO 41 oO u) - ~ o ~ u ~ l-, 3 o > ~ ._ - ~ - .U ~ ° FO ._ ~ o o cn C~ Lr) ~ t_ o + + + + C~ ~ C~ _ C~ C~ C~ o o o o _ _ ~_ o~ ~ U~ er ~ o C~ + + + + - ~D ~ C~ _4 _ ~ C~ C~ ~ +'-'''2-~+ ?.~W · \ . ~ . ~ : : : 'P.-,:# 1 ~ s,d~u ~oq ~o S^e) =/~'Id Hde~on.~O3d vo o, ~ ~ ~ _ + + °+ $ + _ ~ ~ ~ e~ ~ _ ~ ~ C~ C~ C~ ~ C~ C~ o o o o o _ o~ ~ ~ ~ + + + o+ $ _ ~ C~ o r) C~ ~++ lt E ~ t- ~  .... o o o o o o o ~o ~ o U) o (S,dM ~oq ~o S^e) .UI/U! 'Id Hae~oll.~o3a vo U) ~ o ~ ~o ~ ~z Fe%~ u, ~ u 3 O O ·r I a - 3 o U, C-100 oN ., ~ ~ 1 1 ~ ox ... o~ o o o o o o - Lr) 0 u, 0 ·n ~ _ _ (AIUo dM apls~no) ~lu~'Ia gde~oll.~o~a vO O CO ~ ~ ~ O 0 ~0\ + + + + + + + + + 0\ ~O Lr) O UD ~o _ 0 _ c ~c ~,., ,., ~' ~t. ~D ~D ~D 0 0 _ ~_ ~_ ~ c4 0 oo U) ~O C ~o ~_ + + + + + + + + + o ~0 LO O ·n _ ~D O O ~C`4 ~cr) C~ ~D ~D t ~ . ~ + + l ~ x¢.~ o o o o o o U~ o U) (S,dM q~oq ~o sAe) 1.~ 'Ia llde~oll.~o~d ~r;~ a) .r! o cn o .= ~n o  o a' CJ a, - a' V] V] a) cn C~ a' ._ rl,

~ - a) ~r! o CJ - ~ cn o ·s! a, cn oN ~ ~ cn - oY ~ ~ - uD oo - ~ ~ + + + + + + + + + + o ~ - ~ ~ ~ - ~ c~ t~ oN o\ o o - oX c~ c~ co c~ co 'r) ~ ~ er ~ o o o o o o o o o o - ~ - ~ ~ ~ ~ ~ ~ ~ ~ _ ox ~ ~ c~ _ cr. ~ ~ c~ Y ~ u) co cO u) cO + + + + + + + + + + U~ O ~ _ ~ _ ~D _ co oN ox o o o, ox ~ c~ c~ '~ cn 'o =~o +! ~+1 1 ~ ~ u os ~ -~ fl o o o o o o - u ~o Lr) o u) o c ~ - - (/lUO d" apls~no) Im~'Ia qde~oll.]OIa vO oN oN - oN ~ - ~ C-101 :^ o  - o U: au - a' cn CD a, cn V] a) ~4 o a ._

Table C-15. Sununary table of selected Michigan highway projects. Project Project Pavement Cons~ucdon Evaluation | Traffic Estimates .1 Identification I (~epornts) I Type I dear | Period~yrs | Parameter | 1992 Value || I-94 EB, Calhoun Co. ~6.0 to 11.0 ~JRC 1987 ~4 1 ADT (1-way) I 14,500 | I-94 WB, Calhoun Co. T 6~0 to 11.0 | JRC 1987 4 ADT (l-way) 14,500 I I-96 EB, Ionia Co. 0.0 to 12.0 1 1RC 1987 4 ADT (l-way) 12,000 L I-96 WB, Ionia Co. 0.0 to 12.0 JRC 1987 4 AI)T (1-way) 12,000 | I-94 EB, Van Buren Co. 0.0 to 10.5 JRC 1987 4 AM (1-way) 12,000 I I-94 WB, Van Buren Co. 0.0 to 10.4 JRC 1987 4 AM (1-way) 12,000 US 27 NB, Clare 0.0 to 12.8 AC 1988 4 AM (l-way) 6,600 US 27 SB, Clare 0.0 to 12.8 AC 1988 4 AM (l-way) 6,600 US 131 NB, Osceola Co. 0.0 to 5.6 AC 1987 4 AM (l-way) 3,950 US 131 SB, Osceola Co. ~0.0 to 5.6 AC 1987 4 ADT (l-way) ~3,950 I-75 NB, Roscommon Co. (1) ~0.0 to 15.0 AC 1986 5 ADT (l-way) 6,500 I-75 NB Rosoommon Co. (2) 15.0 to 23.6 AC 1986 5 AM (l-way) 6,500 I-75 Sit, Rosoommon Co. (1 & 2) 0.0 to 23.6 AC 1986 5 All (1-way) 6,500 I-96 EB, Ottawa Co. 0.0 to 12.0 AC 1988 4 ADT (1-way) 12,000 1-96 WB, Ottawa Co. 1 0.0 to 12.0 1 AC | 1 )88 1 4 | ADT (1-way) 1 12,000 C-102

o ~ ~ ~ ~o o o o o - - ~ ~ ~o ~o ~ oo ox -, ·:~ ~ ~ u) z ~ . u) o ~ u ~ o o ~ - u u to o 5 ~ - ._ _ ~4 u a, 5D :' a, oo z ._ ~i ~5 ~ O . ~ o ._ _4 ~r Cr~ . o~ ~4 o cr o~ _ . 1 1 1 1 1 1 o o o o o o o o ~o ~o ~ t_ ~4 ~ - /~ 'I~21I la~amomma wo oo o~ ~o oo o _ e ~~ 0 o o o o - _ ~- o o~ _ o~ ~ :,L,,t, ~ ~ +  a | ~ ~ , ~ L~ . . . . . . . . . . . . o o o o o o o o ~ o ~ ~ ~ ~ !~/U! '181 Ja~amomma wo o~ . oN o~ cr. - o- C~ o~ o~ ox ~o ~o ox oo os _. U) ~:s 4) o t4 - ~ u i~ oe \.D oD oS · - u o - ~ - ~4 ~ ~ ~ ~ ~ ~ ~ - o o o o o o o o o o o o - ~ ~ ~ ~ - - ~ - ~ ~ ~ o - 0 - ~ ~ ~r L~ SD r~ ao o~ - - + ~ T++ 1 3 ~ i , . o o o o o o ~o oo ~o ~C~ ~4 lu~ JIu!~ala~olg~a wo a, oo c ~s o ~: . ., C~ ~ l C~ ~4 L. C)  o~ as ox ao ox oo ox ~4 C~ o _ o 0 0 ~ o~ ~o o 0 _ ~ cr) ~ ~ oo o~ - +., ~t +~+ I ~ ~ia ~;i 'e os o~ t g ~ ~: o u ~ o \o .. ~ ~ u . ~ : a' : bO .- ~ ~ .5 t::.: ~ ~5 ~ O ._ , ox eM . : ' . . . . I o o o o o o o o o ~r ~ 0 ao ~o ~ c~ - 4 ~ ~4 1mm '1uI ~a~momma wo C-103 a~ o~ . C~ o~ C~ oo oo oo o~ . - cn o = u U) C~  ~4 ._ bC C~ .~ a) - a) U) o au V) U) au o o ~4 ~ -

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Table C-16. Sununary table of selected Wisconsin highway projects. Project Traffic EsUmates Location Pavement Construchon Evaluation r ~_ Project | ~Identification (reference points) Type Year Period,yrs . WI 21 EB & WB, Adams Co. . WI 21 EB & WB, Waushara Co. (1) WI 26 NB & SB, Fond Du Lac Co. (1) . WI 26 NB & SB, Fond Du L;ac Co. (2) . WI 80 NB & SB, Juneau Co. I-94 EB, St. Cro~x Co. (1) I-94 WB, St. Croix Co. (1) US 8 EB & WB, Rusk Co. US 12 EB & WB St. Cro~x Co. , US12EB&WB, Jackson & Monroe Co. US12EB&WB Dane Co.(1) WI 13 NB & SB, Ashland Co. (1) US 18 EB & WB, Grant Co. US 41 SB, Washington CQ WI 80 NB & SB, Grant Co. US 151 NB & SB, Grant & l~fayette Co. US 8 EB & WB, Forest Co. US 8 EB & WB, Mannette Co. US 10 EB & WB Tremp~leau Co. , US 12 EB & WB Jefferson Co. , WI 13 NB & SB, Taylor Co. WI 13 NB & SB, Ashland Co. (2) US 14 EB & WB, Rodk Co. . . US 51 NB & SB, Vilas Co. . . US 51 NB & SB, Iron Co. (1) . US 51 NB & SB, Iron Co.(2) WI 11 EB & WB Walworth Co. , US 8 EB & WB, Ba~Ton Co. US 12 EB & WB, Eau Claire Co. . US 12 EB, Sauk Co. WI 13 N.B & SB, Wood Co. . US 14 EB & WB, Iowa & Dane Co. US 41 NB, Waukesha & Washington Co. I~3 NB, Ozaukee Co. I~3 SB Ozaukee Co. , US 53 NB & SB, Dou~las & Washburn Co. ~, 80to92 99tolO4 83M to 94 96 to 106 177 to 186A 9Gtol6M  9G to 15M 111 to 122 11 to l9D 178 to 194M 312 to 332M 254 to 262 . . . _ 28 to 45 34to58 AC/FB AC/FB AC/FB AC/FB AC/FB AC/FB AC/FB AC/RB AC/RB AC/RB AC/RB . AC/RB . AC/RB AC/RB . AC/RB . AC/RB 1978 1978 1978 1979 1980 1989 1989 1980 1979 1979 1980 1980 1979 1979 1980 1980 257 to 271 277 to 288 98 to 111 379 to 389 172Btol81 289 to 300 258F to 264 343 to 366 369 to 377 378 to 403 153K to 159 33A to 40 103 to 109D 291 to 302G 89 to 99M 158 tol80 21A to 28G 86G to 95D 86G to 95D 260 to 273 AC/AC/FB AC/AC/FB AC/ACIFB AC/AC/FB  AC/AC/FB AC/ACIFB AC/AC/FB AC/AC/FB AC/AC/FB AC/AC/FB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB 1984 1980 1984 1982 1988 1984 1982 1989 1986 1981 1981 1984 1984 1986 1982 1984 AC/AC/RB 1989 AC/AC/RB AC/AC/RB AC/AC/RB 1982 1982 1988 AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (1-way) AADT (l-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) AADT (2-way) . AADT (2-way) AADT (2-way) AADT (2-way) AArYT (2-way)  AADT (2-way) AADT (2-way) AADT (2-way) AADT (l-way) AADT (1-way) AADT (2-way) FB: Fle~able base. RB: Rigid base. C-107 ~ 1993 Value . 4,050 6,300 5,400 5,000 2,320 13,200 12,600 2,400 1,870 1,090 14,600 2,350 2,260 7,030 1,550 5,470 ,250 ,330 1,990 4 700 J 1,900 2,150 3,740 3,280 2 500 2,100 3,450 5,720 2,700 4,100 3,460 6,360 7,030 10,000 8 990 J 5710

Table C-16. Su~runary table of selected Wisconsin highway projects. Project Traffic Estimates Project Location PavementCons~uchon Evaluation Parameter 1 1993 Value Identification (reference points) TypeYear Penod, yrs I l 1986 WI 67 NB & SB, Walworth ~ Waukesha Co. US 151 NB & SB, Dodge Co. (2) - US151NB&SB, Glumet & Manitowoc Cv. I-94 WB, St Goix Co. (2) I-94 WB, Dunn Co. I-94 WB, Eau Claire Co. I-94 WB, Jackson Co. _ _ _ _ _ . I-94 WB, Dane Co. US 10 EB & WB, Outagamie Co. (1) _ . WI 13 NB & SB, Marathon Co. (2) US 41 NB, Dodge Co. - US 10 EB & WB, Outasv~amie Co~ WI 13 NB & SB, Marathon Co. (1) WI 21 EB & WB, Waushara Co. (2) US 45 NB Washin~ton Co. , v US 10 EB & WB, Pierce Co. US 51 NB, Marquette Co. US 61 NB & SB, Grant Co. I-94 EB, St Cro~c & Dunn Co. US 18 WB, Iowa & Dane Co. US 18 WB Dane Co. , . US 151 NB & SB, Dod e Co. (1) g . US 151 SB Iowa Co. , . I 43 NB, Shebovsran & MaIiitowoc Co. ~ ~. I 43 SB, Shebovean & Manitowoc Co. ~ v I43 NB Brown Co. I~3 SB, Brown Co. US 53 NB, Douglas Co. US 53 SB, Douglas Co. US 12 WB, Dane Co. (2) . _ US 18 EB, Iowa Co. WI 26 NB & SB, Rodk & Jefferson Co. _ I-90 EB, Dane Co. _ .. _ FB: Fl~blebas~ RB: Rigid bas~ awls: dowels. 15 to 24 121K to 127 185 to 194  16M to 28K 42T to 52G 65D to 68T 116M to 120T 241 D to 244M 57D to 61K - 57Dto61K 299 to 303 131 to 142 61 to 66 304 to 309 120 tol29 139 to 148 61K to 67T 4to21 115Gtol21G 79to87 28K to 41T 113K to 125M 125M to 131K 108tolll 60D to 65K 132D to 157T 131D to 157T 174M to 180K 175T to 180K 298D to 303M 298D to 303D 351D to 357 101K to 120G 12to24 143G to l53D AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/AC/RB AC/ACIRB AC/AC/RB JRC JRC JRC JRC JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls JPC no awls CRC CRC CRC CRC  CRC CRC JPC awls JPC awls JPC awls JPC awls - 1982 1984 1988 1986 1984 1989 1989 1988 1987 1980 1989 1979 1980 _ _ 1984 _ , 1988 _ 1985 1982 1984 1982 1984 1983 1984 1982 1980 1980 1980 1980 1980 1980 1980 1988 1988 1989 . 1990 . | AADT (2-way) | AADT (2-way) 1 | AADT (2-way) | AADT (l-way) 1 | AADT (l-way) l | AADT (l-way) | AADT (l-way) | AADT (l-way) I AADT (l-wav) 1 , | AADT (l-way) 1 | AADT (2-way) | AADT (2-way)  | AADT (l-way) | AADT (2-way) 1 ' 1 | AADT (2-way) l | AADT (2-way) | l | AADT (l-way) | | AADT (2-way) | AADT (l-way) | 1 AADT (2-way) | 1 ' 1 AADT (l-way) | AADT (l-way) | l AADT (l-way) | AADT (2-way) | l AADT (2-way) | AADT (l-way) | 1 AADT (l-way) | AADT (l-way) | AADT (l-way) | AADT (2-way) | 1 ' 1 AADT (2-way) | AADT (2-way) | l AADT (l-way) | AADT (2-way) | AADT (l-way) | 1~90 10,470 1,870 3,300 11,900 ~7oo 7,800 15,300 11,600 12,100 7,340 5,740 10,650 8,630 6,770 5,800 4,670 3,220 4,000 3,330 10,900 4,400 6,600 10,180 8,990 9,100 9,300 8,500 8,400 5,740 5,710 9,800  4,450 5,490 18,600 . ~ . C-108

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~ ° ~ ~ ~ ~ 0 ~ rot up rot cr) cut cat cut ~ ~ ~ ~ ~ o o a o o o a a o o al or 0 ~ ~ ID ret 0 ~ ~ In ~ ~ in In ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ c c ~ ~ At: He cd ~ ~ ~ ~ ~ Id +~.~.o++l! $. D ~5 ~ o u, 4) o - Cc ~ - is ·e ~ o ~ ~ - - - ~ o u) 1 ~ suolpa3!a ~°8 3°} ISd 88~9A~ U~ oo C~ ~0 . ~ 00 . ~_ ax O ~ ~ LO ~D \0 ~ O O O O C~ C~ O4 & & & & & . + ~1 ~ ~- ts 1  1 1 1 :,a~la moa J°] ISa asmaAv _< o~ o CX: ~o o~ -4 I oo o~ oo C~ C~ ~o o oo ~ C-112 ~ ~D ~ 0\ o _ ~ _ _ _ ~ C~ - o o o o o o o o o ~ o ~ e, ~ ~ °\ - o ~_ _ C ~ P~ P: ~ ~ ~ o~ P~ + ~ . ~ + + 1 j \^ U) o U _ o _ ~: ~ _ U] o _ <, os _ . +4 o _ ~ .5 5 C~ j~ o v U) U) ~ ~ ~ ~ol~a moa ~o; ISa aSe~a^~ ~o ~ ox ~ ~D ~ O _ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~o ~ ~ ~ ~ ~ ~ _ ~ ~ _ ~ ~ 0 0 ~o P~ P" ~ ~ ~ Q~ ~ ~ ~ ~ od ~ ~ Z Z ~ Z + ~5 5' ~+ + 1 ~-- A ~.  0D ~ - O O ·s _ ~ O U, o · - r~ U) ~ C ~O ISd punoq~nos a~ ~4 _ - ·= o C~ _' V) o ·= C) a, ~n :^ - ~4 ·S C~ o U, ·_ a, - a) cn o cn a) U, cn a) bC o a, '_

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Do a: ~ ~ ~ ~ ~ ~ ~ hi ~ ~ ~ ~ hi o o o o o o o o - ~ - ~ - - - - ~ ~ ~ hi ~ hi ~ hi ~ ~ od ~ He ~ pi ~ l to.. ++t I I U) . _'~. in. - °!~a moo coo ISa air o~ o u~ , ~4 o , 0 oo 0 _ ~ u~ ~ oo 0 ~ c~ ~ c~ ~ ~ <~ ~ c~ 0 0 0 0 0 0 0 0 0 0 _ _ _ _ _ _ _ _ _ _ oo 0 _ cn ~ ~ oo 0 ~ U~ ~D ~ ~5 ~ ~ ~D c~ c~ ~ ~ c~ ~ ~ c~ ~ c~ ++ '. T+++ 1 ~ ;~> 1 1 1 1 sUon~ana  HloB 3°} ISa aSela^v 4,. ~o oo o~ o~ o U) C, ~ ~ o E~ U on _ U. _ o o _ ~^ _ o ~ - on cn ~o ~ u bb - 3 o ~ ~ U~ ~ ao o~ ao oo C~ C~ ~ ~ ~ o o o o o o o o~ 0 ~ ~ u~ ~ a: ~ oo ~ oo CO oo oo o~ ~ ~ ~ ~ ~ ~ +~..,+++ ~ o . oo ~ ::~ : CO ~ ~ o suo'~a~a moa '°; ISa a8=a6Y .. os . ~ ~4 ~ C~ ~ ~ ~ ao ox o o o o o o o o _ o~ o _ _ ~ ~_ _ _ _ ~ - o o o o o o o o o o ~ oo ~ g o ~ ~o o o o o~ ~ _ _ _ _ _ _ _ ~ + ~ .h ~ + + 1 1 1 os o oo os 4, l, o ~r: ~ - _ g P  e_l ~ o 08 ·= ~ _ O tn U 0D ~ ~_ 3 C-114 U~ ~ C~ ~ SUo!pa3!a ~oa 3°} ISd a8maAY 0 ~ _` a .c o _' cn o .= C~ a' u, :^ ct bC _ _ u, o u, ` a' a) - cn o v, a' ~n u, o ._

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~ ID to ~ 0\ 0 o ~ ~ ~ In ~ - o o o o a In us to ~ ~ ox ~ 'a 'a 'a ~ 'a +~ ~+T ~ Ed 7~ l l l l en ~ - ~ =°!~a ~°S 3°} ISd 8$=a6V d4 or or to cat ox _4 oo oo oo at no ~ to - in ~ up us _ O 0 0 0 ~ ~ ~ LO ~ _ _ _ _ _ &~ ++ ,,++ ~E . mu. . , . . 4~, Us ~ ~ ~ ~ momma Boa 3°} ISd aft  or or oo e~,,4 o~ oo ~4 ao o~ o~ 0 ~ ~ ~ ~ co o~ ~ o~ o~ 0 c~ 0 0 0 0 0 _. o~ ~ cr~ ~ ~ c~ ~ ~ ~ ~: ~ ++ :.~+ oD ~ o ~ u o ~ ~: - - u ~ ~ - o ~ oO ·s o u u, · ._d ~R ~ :~T ~ ISa punoq~se~ oo c~ 0 oo . 5 U) ~ .. ·E o 1 Lr) O ~ x) 8 ~ ~ ~ _ ~ 0 0 0 0 0 _ _ _ ~ ~ ~ ~ o~ ~ o~ ~ _, _ _ _. + ~ ;,-. ~ + o~ o~ o~ o~ o o~  o~ ~o oo o~ oo a' - 4 0 ~ suo~pa~a m0e, ]°; ISa aSmaA`~ C-117 a) st o ~_ cn o .= CJ U) - ~4 V) o C) CD ` a) - a, U, o tn tn a) o ~o u b4 ~ -

to ~ ~ us ~ or to - ~ us ~ to to ~ ~ ~ ~ ~ ~ ~ ao - - ~ - - - - - o o o on - - - ~ o on 00 0 ~ ~ us cat cat 0 - ~ ·n Us D ~ ~ ID - - ~- - - - - - - c, he at: ~ ~ + + It t + I I r ~ ~r" ii P~ c u, ~ ~ cat ~ 0 r suo~ana mog 1o; ISa a88za6v r~ :~ , - ~o ~o - os cn O ~ U o ~ ~: ~ O - ~ _ ·- Ct) - 4 ·~ C~ c: ~ a c; ~ ~ C~ ~ U) 00 ~ ~ ~ ~ ~ O O O O O O a ~: ++ ,.~++ cr~ C~ . - C~ . ~ o c~ C~ . ~ l ~r ISd pu~oqilyoN oo ~ c~ ~  . ~ _ ~ ~ ~ ~ ~ ~ ~ 0 _ 0 _ _ ° _ Q l ++ ~ +++ t ~ ., ~ ~ siL~ sUomana ~oa ~o' ISd aSma6V c~ c~ . ~ oo ~ oo: c~_ __ _ ~ oo . - c~ 0 ~ ~ ~ a ~ ~ O ~ C~ ~ O O ~ ° - ~ a a - ~ ~r Lr) ~0 0o C~ ~ C~ P~ ~: + ~ <'++ ~ ~ U O 4} ~C O ~ ~: tn - .= U) ~ O ·_ · O U ~ °e U] ~ 3 C-118 ·-- %, ~ON C~ :3 C~ o~ . - C~ C~ . ~ C~  . a: · . C~ C ~O ISa plmoQl{yoN 4, _` a) .c o ~_ Cq o .= ~n ~_ U) o C~ cn ·` - a, cn o ~n ~n ~n o a) ~4 ~_

- ~ ~ ~ oo or ~ ~ \0 ~0 ED ~ ID c4 Cal ~ Cal ~ Cal ret ~ o o o o o o o o ~ ~ - - - - ~ 0 ~ ~ In ~ Go ~ _ ED ~ ~ ~0 ED ~ \0 ~ ~ ~ O4 4 1 ~ P~ Pt ~ Cr: ~ tY It+ I ~ ++ . O ~ ~r=~ ~ I , I ~ ~ CO ~ ~ O ~o}~`la moa ~o; ISa as~aAv 0~ o 0\ 0\ ~0 cr. ~0 CO a~ c' gg a c~ ~ ~a 00 ~ ~ ~ ~ O O O O O O ~ ~ _ _ _ ~ ~ ~ ~ a ~ ~ +! ~ ++t r ~ ~ I ~e-. ..r u ..l ;~ ·- - E .~. . . U) ~C ~4 Isa punoq~nOs 0\ 0\ 0\ o 0\ cr. 00 · =: ~0 · 0~ 0\ . 00 O U~ O O O - - - ~ ~ pe ~ ++ +1 u) CJ ~ - - ob c, ~ o o ~ ~ -  e~ ~ ~n ·- o ~ · - ~ ~ - o ~ ce ~ - oN oN ~ o ~ sno~ana moa 10} ISa asma6Y oN o c~ oO oo ox oD a, 4} o ~ ~: o - ~ 5 _ _ ~ p:\ g Z ~ _ S ~ C-119 ~D ~ 0\ _ _ ~ C~ ~ 2 _ _ _ ~ ~D ~ 0\ _ _ _ _ c~ c~ ++ '.: +++ 11 ,..,. 21 1 ~ I sUomana ~og 10; ISa a$e, oo o~ ~o C5\ O a~ 0\ '_ _` - a) = o C~ cn o  = cn Ct .s cn o U) .` a, C~ - CD o cn cn V) a, o 1 ~4 ~_

To oN ~ ~ ~ id ~ ~ Go o o c o o o o o o To Go ~ _ ~ or ~ ~ ~ in hi if ~ c ~ ~ id ~ Pa ~ ~ Cal +~-..'..~++1 i55:'5' t.1 1 ~ 1 ~ 1 ~ Cal ~1 ~O -~ ISd punoq~saM , ~ Cal or ox Cal , or ~ To Do cr ~4 r ox ~ ~ ~ ~r CO 0\ 0~ 0\ _ ~4 _ _ _ O O O O O ~ ~ 0\ ~ ~ ~ _ _ _ _ t ~ ': ~ + ~  · · ~· · ~ IO ~ C~ ~4 SuO!l: - a ll~og ,°; ISa aSma~`r o . o~ _ ~ a~ 0 \0 ~ ~ 0 ,. 0 2 ~ ~ ~ =, + ~ :.:: os C, ·-::--:1 ·h11 ~ u1: ~ ~ 3.-i .e ~.. O ~.-::: =_ r.-. .s ~ a, U ~_ o 0\ 00 oo C~ ~0  0\ 1 1 1 1 1 ~ crx O ~ ISd punoqlsaM U) ~ _ ~ g _ g ,O1 ~ g U~ ~D ~ 00 0\ ~r ~ ~ er ~ er ~ u ~ ~ ~ ~ & ~ ~ ~ t! . +~+ _~n C~ o 4 ~ C-120 ISd punOqlsaM _` a ,= o ~_ cn o = tJ a) ~n :^ Ct · - · - u, o u u) ·` a) c) au - a, ~n o cn u) v, a) o a · -

- -~- o o o - ~ ~ a ~ a _4 Cot Cal ~ ~ er +....'.... U) ~ {~ 1~- 5' ... ~ ~ 1 ~ it.- ~ ~ 3~ i I I I U~ Isa punoq' - M . ox o~ ~4 o~ o o~ os os CO ox o ~ _ ~ ~ o o ~ _ _ _ _ _ _ ~ ...'  t~.~ -a 1 1 1 1 . ~ C~ ~ ~ o ISa punoqlsaM oo C~ o ~ U) ~ ~ ~o o o o o ~ ~ cr~ U) U~ U~ ~ C P~ ~ ~ +~! : : i- os U. ~ o _ ~ o ~ _ _~ ·O o .,4 o cr. _ 1 _ ·b os o a~ ~: cr~ oo C~ oo U ~o --r ~ r ISa P~oqlsaM LO cr~ crN ;~a, U) L~ ~ ~D o ~ - ow a ~ c' c' 00 0\ 0 U) ~ ~ C~ P: .. . 3 os i- os 4) o - a, ._ a, o 3 C-121  ISd punoq~se~ cr o ox CrY oo cr oo C~ _. o _` a o tJ ~n o = tJ cn b4 ._ a) - a, cn o cn a, V] V) o ~; ._

lo in ~ ~ ~ to - ~ Cat ~ ~ ~ Ct) ~ d. ~ - - - - - - ~ - o o - - o - o o no ox to cat ~ or - - - - - 4 - ~ - ~ ~ At I ~ '. in. 1¢ ~olmlla loos ,~ ISa ala crx am-8 0 0 0 8t 8 ~ co cat +~l . ~ ~R ~ suol~a Doe con ISa ala - . ~ ~4 to ox cry ~4 co or : =" m: oo c~ 0 1 ao o' _4 oo ox 0 0 0 0 0 cn 0 0 0 0 0 _ _ ~_ _ r ~o ~ ~ 0 0 0 0 0 ~ c~ ~ cn c~ + ~ .::.: ~ ~ _ ~ ~ - =, 0 on  u, ~ - 0 ~ ~ O - ~ - u ~ "o ~ _ ~ ~ oo ~ 0 u tn ~ 3 o ox cO suo~!a m°e J°} ISa a8ma oo oo oo oN ~o oN a, ox c~ ~ ~ ~ ~D ~ ~ ~> ~D o o o o o o o o o o - - ~ ~ ~ ~ o o o o o ~ ~ ~; ~ ~ ++ ~:~+ ~ u o o - - - ~ o - - ~ tn - ~1 ~t .-- 5~7 ~ , U ~ ~ ISd pUIi°q`{Y°N r-4 U) 0\ _. cr~ ~< 0\ 0\ C~ ~_ oo 0\  IO _~ 00 oo 0\ O ~ C-122 a' .;d o _ - cn o .= C~ a) cn Ct ~o _. ~n o Cd cn a, a) - a~ cn o U) a, cn cn ~4 o ~ - -

_ ~ ~ ~ ao - - - - - o o o o o c~ ~ ~ ~ ~ - ~ - - - c ~ ~ ~ ~ ~ ~ ~ cd ++ -:.~.-is~+ 1''~ 1 ~ ~ - ~ ~ c~ ~ ~ o ~o~la mos ~o~ ISa 98~Y C~ Cr~ cr~ o a~ ax C~ ~o ~o ~4 o~ C~ ~ C~ C~ _4 _ _' ~ _, o o o o o o ~ ~ ~ ~ _ ~ +slft 'i~': slIo~a m08 3°; Im aSmeAv o~ o o~ oo o~ ~D ao _ :- oo C~ o Lr, ~ 8 0 _ r~ ~ ~ ~ ~ o~ _ o o ~ ~ ~ ~ o o V o o o o o o o o o o o ~ o o o o o o o o o o _ ~ ~ ~ ~ ~ o~ V ~ V ~ o o o o o o o o o o o d ~ ~ ct: ~ ~ p: ~ ~ ~ ~ + 1 ~ s 1 x%;~ ~ u, ~ o u) u  u, c} ~ ~ y o - 5 ·o o X ° ·s ~ 3 o ·~4 1 1 1 1 1 C~ ~o ~uo}~a ~lloS ~o] ISa aSeJa~ oo ~ CX, - o~ .- o' ~:s - ~ 0 0e o ~s; ~ a, _ ~ S ~o _ 7 ~ - ~ 3 o ._  C-123 o ~ ~ o o ~ - ~ ~ o o ~o o ~: =: =: ~: ,. ~ ~ ~ ~ .-:.: ~.~ 3 ~ _ . . _ r I ~1 . 1 . t 1 . , ~ (x U~ ro - c~ - ~ oY oo oN ~4 a' ox - -m oo - ~ ~o ~ ISd punoq - ON o cd - u) o CJ a) u) :`  ~ - ~ - ~n o tJ v, a' cd uO o cn u] cn a' bC o ~; ~ - ct

ooo oD ~ ~ o o o o o o o o - - - - o o o o 1 ++1 1 oO 17 i1 u~ ~ ~ c~ ~o~a ~a ~o; ISa a8ma6v d4 o~ ~4 o ao oo ao o~ CO o\ o a ~ c' _ _ ~ O O O _ ~D 0\ _. _ _4 _ l t ~ ia  ~,~.~ .` U) ~C9 ~O ISd plmoq~oN 4, CD o CD ~ ~n 4, ~; o o: _ ~ g o ~ - o ~ _ ~ os ~ ._ _ o u cn ~ ~ o U~ _ _ _ _ o _ cr _ _ _ _ _ _ C ~ ++ ;2.. : _ C~ ~ ~ ~ _ _ o o o C' ~ ~ o _ ~ _ _ _ 2++ os oo CX) oo _4 oo a _ _ oo r~. _ I I I _ ~ U-) ~C ~C~l ~- O ~ lSd punoq~ - M . C-124 os o' oo o ~: _ o  .e U . _ U] ~ _ _ _ u, dl o - - 3 o co ~ ~ ~' ~ ~ ~ 8 o ~ ~ o 0 _ ° 0 _ ~ ~ o _ co o~ 0 ~ ~ ~r ~ ~ ~ oo O o o o o o ~ 8 ~ ~ ~ ~ ~ ~ ~ Q~ ~ ~ e~ ~L ~ ~ ~ Z Z Z Z Z Z Z Z Z ~ Z ++ ll+ 1 1 ~ .... ~ . . ISd punoq~sea ~o oo oo Crx ~ _` ·= o Cd _' U) o ·.= Cd cn :^ ~_ cn o C~ cn ·` au - au cn o ~n a s~ ~n cn a) o ~D ao ~4 · -

~ ~ o - o - - - - - o o c - - - oo ~ o o o - - -~ - +! ~ ~T- u) ~ ~ suo~a moa ]°] ISa asmeAv 1 1 oo oX ao oo ~o ~ ~- - ~ ~ 8 ~ o o o o ~a== C~ ~ ~ C~ ~ & ~ ~ ~+ ~it 2= 1~_ ~ I 1 -r ~ r ~ Ir) ~ ~ c~ ~ ISd punoq~saM ox ax o os C~ oo ~ ,_ oo o~ C~ CSx ~_ a, = o tJ U. o =  ~n ._ .s cn o U: ._ E~ CD . 4, o o o _ - e _ ° U) oo ~ _ U) o os ~ ~ a ~ C~ C~ ~ U) ~D ~0 \0 ~ O O O O O O O O O ~ ~ ~ 00 0 0 0 +! ~l . ':~! .. ~ ~ I ,.;2-~! ... x~ 1 :~: ~ 0\ , ~ , 0\ o , 0\ 0\ ~r ISd punoq~nOS 00 C-125 a' Cd a) - U) o U] a~ V) cn a' o l a, bC ._ r1 -

~ ~ C) D ~ ~ ~ ~ V ~ ~ ~ ~ ~ ~ 2 ~ ~ a ~ ~ ~ ~ O O O O O O O O O O _ _ 0 0 0 0 0 0 0 0 0 0 0 ~ D P ~ P ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ p ~ _ _ _ _ ~ ~ fir ~ ~ cat ~ ~ 0 _ ~ ~ ~ ~ ~ ~ or 0 red ~ ~ ~ m_____________________ PA C ~ ~ Cat C" C ~ ~ ~ ~ C ~ ~ ~ ~ C Cat Cat ~ C. Cat Cam Cd ~ ~ ~ Cd ~ ~ be: ~ ~ A: lay ~ ~ ~ ~ Cad ~ ~ Ti ... ~ 1 ... x5'.~; 1 I lili41 U) O U o U.} ° IS; - _ o _ "D ad c.~ _ ~ - U. ~ - :! o - u ~ - - ~ ~ ~ o ISd p~oq~nos U~ oo L ox C~ oo a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;7 8 0 0 0 0 _ _ 0 0 ° 8 8 8 ° 0 0 8 ° 8 - ° ° ° a P ~ P ~ a ~ c~ ~ ~ S ~ :s :~; ~ a ~ P ~ ~ E~ ~ a _______________________ ~ ~ ~ =; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ h ~ T++t {~ ~iY ~ {~+ o o · g o $ C U ~ ~~ ,'! t. ~ dw. Ub ~ ISd punoq~oN o o o u~ ~ ~ cr C~ ++ ~ o  cr~ os 5~ ~ ~ 1' 1 c ~' ' ' ' ~ a~ ~. ~. . ~ o ej ,. . . . . ~_. ISd punoqqlaos ao 00 o~ ~o a:) ox ~4 0e 0e ~ 0 s; U o o~ ~r: _ .8 ~ o _ _ .s o ~ o o o o - ~ ~ ~ ~ ~ a ~ ~ _. _ _. ~ _4 ~ Pt ~ ~ ~ {++ 1 o . _~ . ~ ~/ , C-126 C~ ISa pUnoq - ON ~o os oo o~ r-4 oo ox oo ox

a G ~ o ~ ~ o o o o o o _ _ ~ =o To ma Cal ~ ~ a, ~ ~ U) o ~ ,. act /! Flu l l . . 1 1 t_ ISa pUnoq~noS ~4 to or or ~4 Do o, Do or ~o ~o ' o~ o o~ o 1 1  9 U o _ u m _ _ ~ -' 0 0e C~ U] o u cn _ O O ~ cr) ~ ~ 0 0 0 0o 0 ~ C~ O O ~ P~ i.. 8r .. 0\ ~ ' ~ 1~ \ O |2 ~- J Ff - ~= ff - I! ~ 1 1 1 1 1 o~ ~n ~ ~0 ~ Isa pUnoq~oN ,= o C) ~n o .= cn ct ~4 ·_1 u, o cn a) a, v) o cn a) ~n  u) a) o a' ~ - ct - C-127

:, ~ :' ~ ~ a ~ t~ ~ O O O O a _ ~ ~ ~ _ __________ O O O 0 0 0 0 0 0 0 :s :~ ~ ~ ~ ~ _ ~ ~ car 0 _ ~ cry or) OOOO______ _ _ ~ _ _ ~ _ ~ _ 4 4 ~ 4 ~ 4 4 4 4 lo: lo: ~ PC ~ ~ l +~..~+t+l 1. . 1~, ~ Cal Cal ~ o ISa puneq~se~ ' 1 1 ~ fi ~ as Car cr on oo m~ If -m o o o or tat ,- ~ · --is OF 1 ~ In ~ ~ Isa punoq~s9M 1 1 = oo o ~ oo Cr~ U) _. ~ 6 ~ o U 3 o o o C' ~ ~ C~ ~ U~ _ _ _. ++ .'.., E~ ~ - uo - ~ ~ - u - ~ ~ - _ ° Q _ a a _ _ n Ln 4= {++ ~ 1  . . . j .. ._ C ~O ISa punoq~se~ o~ CO C~ a~ o ax os C~ Lr) ~ ~ 0\ ~ ~ ~ _ _ ~ _ _ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\ _ _ _ _ _ _ _ ~ ~ 0 0 0 0 0 0 0 0 ++2+++1 11 ~ . _ ~ o" a, 0e 08 ~ - 0 ,,y U o t3 ·e _ U, =. ~ ~ Z ~ - 0 uu, ~ S C-128 . 1 suo - ana ~0810; ISa ~8A~ 1= ' ax O 1 U] o c a cn a' - a) cn o

Table C-17. Sublunary table of selected Minnesota Investigabon IS3 study sections. _ Traffic Estimates Design Group | | P m | sI . IParameterl Value Identification Location Type Year Period) yrs I 1953 Construction Thin AC AC 1953 14 Avg Sect 39 MTH 55 (E. of Eden Valley) Annual 9,973 Sect 40 MTH 55 (W. of Kimball) ESALs 9,663 1956 Construction Win AC _ AC 1956 9 Avg Sect 24 MTH 19 (N. of Lonsdale) Annual 3,263 Sect 28A MTH 30 (E. of Stewarl~rille) ESALs 3,850 Sect 29 MTH 30 (E. of Stewartville) 2,322 Sect 38 MITI 7 (N.W. of Montevideo) 27,744 1958 Construction Bit. AC AC 1958 9 Avg Sect 4B MTH 73 (S. of Hibbing) Annual 10,306 Sect 5 MI'H 34 (E. of MTH 65) ESALs 4,705 Sect lOA MTH 371 (S. of WaLker) 2,715 _ 1961 Construction Thin AC AC 1961 6 Avg Sect 3B MITI 59 (hi. of Thief River Falls) Annual 16,291 Sect 26A MALI 76 (hi. of Money Creek) ESALs 1,114 Sect 27A MTH 76 (S. of Money Creek) 1,254 Sect 46 MTH 1 (W. of Jctn. 72) 5,123 1961 Construchon~ Thick AC AC 1961 6 Avg Sect 7A MIH 23 (S. of NemadJi River) Annual 16,497 Sect 11 MTH 371 (N. of Brainerd) ESALs 10,355 Sect 22 MTH 55 (E. of MTH 101) 22,351 Sect 23A MTH 36 (E. of N. St. Paul) 71,384 Sect 30 MTH 169 (S. of St. Peter) 154,743 Sect 37A MTH 68 (S.E. of Canby) , 19,372 MTH: Minnesota Trunk Highway C-129

ox 6 ~ cow ~ c4 ~ ~ + ~ ~ + 8~ ~ Cal ~ ~ o ISd . - Go be Cal of o r ~ 6: ~ ~ 1 1 1 1 o A- 0 ISd l ~ ~ In  of , et4 ~ ~ ~0 O4 C ~ .., , ~,~ ., ~: T CO o . - . - , ~ V _4 · - o ~ on 4u * ~ o ·s U 1 ~J o ~ U E~ - . ~D 4, u · - U) - ..` o ISd n~ 1= U) o o ~i L~ ~ + ~ o CO ~ ~ _ _ ~ o ~; 4, _  ·~ o 1; a, u ~ UJ ~ o · _ U) D u ._ U] C-130 o ~4 ISa l oo ~C cn o .~ a, cn cn l o r! Ct ~4 ~r! ~n a) o cn a ._ o cn a) ~n V) a, rC; o ~:

- ~ a, ~ - o - ~ a) o ~ - Id a' in :^ ~ - u, oo o · ~ - cn a) o a) a' o - ~ ~ ~ If cO ~ lo cr) ~ ~ ++ . ~' f+ 1 .~U ~ ~ ~ ~ ~ A Isa no 4) o ~4 in a' no cn a' be o en; 1 ~ - C-131

to ~ ~ us ~ or to - ~ us ~ to to ~ ~ ~ ~ ~ ~ ~ ao - - ~ - - - - - o o o on - - - ~ o on 00 0 ~ ~ us cat cat 0 - ~ ·n Us D ~ ~ ID - - ~- - - - - - - c, he at: ~ ~ + + It t + I I r ~ ~r" ii P~ c u, ~ ~ cat ~ 0 r suo~ana mog 1o; ISa a88za6v r~ :~ , - ~o ~o - os cn O ~ U o ~ ~: ~ O - ~ _ ·- Ct) - 4 ·~ C~ c: ~ a c; ~ ~ C~ ~ U) 00 ~ ~ ~ ~ ~ O O O O O O a ~: ++ ,.~++ cr~ C~ . - C~ . ~ o c~ C~ . ~ l ~r ISd pu~oqilyoN oo ~ c~ ~  . ~ _ ~ ~ ~ ~ ~ ~ ~ 0 _ 0 _ _ ° _ Q l ++ ~ +++ t ~ ., ~ ~ siL~ sUomana ~oa ~o' ISd aSma6V c~ c~ . ~ oo ~ oo: c~_ __ _ ~ oo . - c~ 0 ~ ~ ~ a ~ ~ O ~ C~ ~ O O ~ ° - ~ a a - ~ ~r Lr) ~0 0o C~ ~ C~ P~ ~: + ~ <'++ ~ ~ U O 4} ~C O ~ ~: tn - .= U) ~ O ·_ · O U ~ °e U] ~ 3 C-118 ·-- %, ~ON C~ :3 C~ o~ . - C~ C~ . ~ C~  . a: · . C~ C ~O ISa plmoQl{yoN 4, _` a) .c o ~_ Cq o .= ~n ~_ U) o C~ cn ·` - a, cn o ~n ~n ~n o a) ~4 ~_