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Page 517
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 517
Page 518
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 518
Page 519
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 519
Page 520
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 520
Page 521
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 521
Page 522
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 522
Page 523
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 523
Page 524
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 524
Page 525
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 525
Page 526
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 526
Page 527
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 527
Page 528
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 528
Page 529
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 529
Page 530
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 530
Page 531
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 531
Page 532
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 532
Page 533
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 533
Page 534
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 534
Page 535
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 535
Page 536
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 536
Page 537
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 537
Page 538
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 538
Page 539
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 539
Page 540
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 540
Page 541
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 541
Page 542
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 542
Page 543
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 543
Page 544
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 544
Page 545
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 545
Page 546
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 546
Page 547
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 547
Page 548
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 548
Page 549
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 549
Page 550
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 550
Page 551
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 551
Page 552
Suggested Citation:"Appendix A3: Dynamic Load Response (DLR) Data for SPS-1 Experiment." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
×
Page 552

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APPENDIX A3 Dynamic Load Response (DLR) Data for SPS-1 experiment (Evaluation of traces, tables for available data/descriptive statistics and mechanistic evaluations/comparisons)

j10f_5 Dyn13 -10 0 10 20 30 40 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (a) Longitudinal strain trace for section 110 for gauge 13 and run number 5— Truck with single rear axle j10f_5 Dyn15 -20 -10 0 10 20 30 40 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (b) Longitudinal strain trace for section 110 for gauge 15 and run number 5— Truck with single rear axle j4d_6 Dyn16 -40 -20 0 20 40 60 80 100 0 0.5 1 1.5 2 2.5 3 3.5 Time (sec) M ic ro st ra in (c) Longitudinal strain trace for section 104 for gauge 16 and run number 6— Truck with tandem rear axle j10d_6 Dyn18 -100 -50 0 50 100 150 200 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (d) Longitudinal strain trace for section 110 for gauge 18 and run number 6— Truck with tandem rear axle Figure A3- 1 Examples of good traces— Signal is clean and separate peaks are distinguishable (the LTPP data reports correct peak values) A3-2

j10d_6 Dyn12 -10 0 10 20 30 40 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (a) Transverse strain trace for section 110 for gauge 12 and run number 6— Truck with tandem rear axle j8f_13 Dyn14 -20 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 3 3.5 Time (sec) M ic ro st ra in (b) Transverse strain trace for section 108 for gauge 14 and run number 13— Truck with single rear axle Figure A3- 2 Examples of fair traces— Signal is clean and separate peaks are distinguishable but error exists at the end of trace (the LTPP data reports correct peak values) A3-3

j10d_6 Dyn15 -30 -20 -10 0 10 20 30 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (a) Longitudinal strain trace for section 110 for gauge 15 and run number 6— Truck with tandem rear axle j10d_11 Dyn11 -20 -10 0 10 20 30 0 0.5 1 1.5 2 2.5 3 3.5 4 Time (sec) M ic ro st ra in (b) Longitudinal strain trace for section 110 for gauge 11 and run number 11— Truck with tandem rear axle Figure A3- 3 Examples of poor traces— Signal is not clean and has a large noise A3-4

j10g_8 Dyn18 -50 0 50 100 150 200 0 1 2 3 4 Time (sec) M ic ro st ra in (a) Longitudinal strain trace for section 110 for gauge 18 and run number 8— Truck with single rear axle Figure A3- 4 Examples of human error— Signal is clean and separate peaks are distinguishable (the LTPP data reports incorrect peak values) j8j5l_4 Dyn16 -80 -60 -40 -20 0 20 0 1 2 3 4 5 Time (sec) M ic ro st ra in (a) Longitudinal strain trace for section 108 for gauge 16 and run number 4— Truck with single rear axle Figure A3- 5 Examples of unknown error— Signal is clean but has shown negative values (the LTPP data reports peak values as zero) A3-5

Table A3- 1 Summary of random sample—LTPP Database vs. Strain traces (OU) for DLR in OH (39) Rating 39-0102 39-0104 39-0108 39-0110 Total % Good 3 4 8 8 23 31% Fair 3 0 2 4 9 12% Poor 0 16 2 15 33 45% Human Error 0 0 3 4 7 9% Unknown 0 0 2 0 2 3% Total 6 20 17 31 74 100% Unknown, 3% Poor, 45% Fair, 12% Good, 31%Human Error, 9% Figure A3- 6 Summary of quality check for traces from a random sample A3-6

Section 39-0102 0 200 400 600 800 1000 1200 1400 1600 0 200 400 600 800 1000 1200 1400 1600 Peak Strain (LTPP Database R 17.0) P e a k S t r a i n ( O U T r a c e ) (a) Instrumented section 39-0102 Section 39-0104 0 50 100 150 200 250 300 350 400 0 50 100 150 200 250 300 350 400 Peak Strain (LTPP Database R 17.0) P e a k S t r a i n ( O U T r a c e ) (b) Instrumented section 39-0104 Section 39-0108 0 200 400 600 800 1000 1200 0 200 400 600 800 1000 1200 Peak Strain (LTPP Database R 17.0) P e a k S t r a i n ( O U T r a c e ) (a) Instrumented section 39-0108 Section 39-0110 0 200 400 600 800 1000 1200 0 200 400 600 800 1000 1200 Peak Strain (LTPP Database R 17.0) P e a k S t r a i n ( O U T r a c e ) (a) Instrumented section 39-0110 Figure A3- 7 Comparisons between peaks for a sample— OU traces versus LTPP DLR data A3-7

Table A3- 2 DLR Strains for Section 39-102 with DGAB base Type Section ID Direction 1 Test2 Date Run No. Truck Type3 Axle Load, KN Speed, kph Offset4, mm X5, inches Tire Position6 Gauge ID7 Peak Strain, micro- strain 0102 T j2b 8/3/1996 1 2 142.4 48 533 9 1 Dyn9 660 0102 T j2b 8/3/1996 2 2 142.4 48 330 17 3 Dyn9 498 0102 T j2b 8/3/1996 4 2 142.4 48 406 14 3 Dyn9 515 0102 L j2b 8/3/1996 5 2 142.4 48 356 16 3 Dyn12 950 0102 T j2b 8/3/1996 6 2 142.4 64 229 21 3 Dyn9 1248 0102 T j2b 8/3/1996 11 2 142.4 80 330 17 3 Dyn9 678 0102 L j2c 8/5/1996 1 2 186 48 356 16 3 Dyn12 1180 0102 L j2c 8/5/1996 2 2 186 48 305 18 3 Dyn12 1258 0102 L j2e 8/6/1996 2 1 79.1 48 178 23 4 Dyn12 1418 0102 L j2e 8/6/1996 3 1 79.1 48 305 18 3 Dyn12 1363 0102 L j2e 8/6/1996 10 1 79.1 64 330 17 3 Dyn12 1408 0102 L j2g 8/9/1996 1 1 96.9 48 279 19 3 Dyn12 1065 0102 L j2g 8/9/1996 1 1 96.9 48 279 19 3 Dyn8 285 0102 T j2g 8/9/1996 3 1 96.9 48 305 18 3 Dyn9 643 0102 T j2g 8/9/1996 5 1 96.9 64 279 19 3 Dyn9 880 0102 T j2g 8/9/1996 6 1 96.9 64 305 18 3 Dyn9 848 0102 T j2g 8/9/1996 8 1 96.9 64 254 20 3 Dyn9 1220 0102 T j2g 8/9/1996 9 1 96.9 80 254 20 3 Dyn9 1105 Note: 1 T- strain in the transverse direction, L- strain in the longitudinal direction (in the direction of traffic flow) 2 The first two letters were designated for the section identification, the alphabetic order represents when the test measurements were taken. 3 1- For ODOT single axle dump truck, 2- For ODOT tandem axle dump truck. 4 Offset from the edge of the pavement to the outer edge of the wheel. 5 The distance between outer edge of the wheel and strain gauge location. 6 Tire position, 1- Outer tire over gauge, 2- Dual tires straddle gauge, 3- Inner tire over gauge, 4- Dual tire outside gauge. 7 Gauge location; All gauges are at the bottom of asphalt layer. A3-8

Table A3- 3 DLR Strains for Section 39-104 with ATB base Type Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, microstrain 0104 L j4b 8/3/1996 2 2 142.4 48 178 23 4 Dyn15 20 0104 T j4b 8/3/1996 7 2 142.4 64 152 24 4 Dyn10 25 0104 L j4b 8/3/1996 8 2 142.4 64 229 21 3 Dyn16 50 0104 L j4b 8/3/1996 9 2 142.4 64 305 18 3 Dyn11 5 0104 L j4b 8/3/1996 9 2 142.4 64 305 18 3 Dyn15 15 0104 T j4b 8/3/1996 10 2 142.4 80 203 22 4 Dyn10 22.5 0104 L j4b 8/3/1996 11 2 142.4 80 254 20 3 Dyn18 47.5 0104 L j4b 8/3/1996 12 2 142.4 80 483 11 2 Dyn15 0 0104 L j4b 8/3/1996 12 2 142.4 80 483 11 2 Dyn18 35 0104 L j4c 8/5/1996 2 2 186 48 203 22 4 Dyn11 25 0104 L j4c 8/5/1996 2 2 186 48 203 22 4 Dyn13 32.5 0104 L j4c 8/5/1996 3 2 186 48 127 25 4 Dyn13 27.5 0104 L j4c 8/5/1996 4 2 186 48 305 18 3 Dyn13 17.5 0104 L j4c 8/5/1996 4 2 186 48 305 18 3 Dyn18 90 0104 L j4c 8/5/1996 5 2 186 48 203 22 4 Dyn15 40 0104 T j4c 8/5/1996 6 2 186 64 203 22 4 Dyn10 67.5 0104 T j4c 8/5/1996 6 2 186 64 203 22 4 Dyn12 52.5 0104 L j4c 8/5/1996 6 2 186 64 203 22 4 Dyn18 97.5 0104 L j4c 8/5/1996 7 2 186 64 152 24 4 Dyn11 17.5 0104 T j4c 8/5/1996 7 2 186 64 152 24 4 Dyn12 30 0104 L j4c 8/5/1996 7 2 186 64 152 24 4 Dyn15 20 0104 L j4c 8/5/1996 8 2 186 64 279 19 3 Dyn11 12.5 0104 L j4c 8/5/1996 8 2 186 64 279 19 3 Dyn17 77.5 0104 L j4c 8/5/1996 9 2 186 64 203 22 4 Dyn16 65 0104 L j4d 8/6/1996 6 1 79.1 48 254 20 3 Dyn11 20 0104 L j4d 8/6/1996 6 1 79.1 48 254 20 3 Dyn16 80 0104 L j4d 8/6/1996 7 1 79.1 64 229 21 3 Dyn15 22.5 0104 T j4d 8/6/1996 8 1 79.1 64 178 23 4 Dyn14 27.5 0104 L j4d 8/6/1996 9 1 79.1 64 229 21 3 Dyn13 20 0104 L j4d 8/6/1996 10 1 79.1 64 305 18 3 Dyn11 15 0104 L j4d 8/6/1996 10 1 79.1 64 305 18 3 Dyn18 62.5 A3-9

Table A3- 3 DLR Strains for Section 39-104 with ATB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, microstrain 0104 L j4d 8/6/1996 11 1 79.1 64 229 21 3 Dyn15 22.5 0104 T j4d 8/6/1996 12 1 79.1 80 254 20 3 Dyn10 22.5 0104 T j4d 8/6/1996 12 1 79.1 80 254 20 3 Dyn14 17.5 0104 L j4d 8/6/1996 12 1 79.1 80 254 20 3 Dyn16 50 0104 L j4d 8/6/1996 12 1 79.1 80 254 20 3 Dyn18 80 0104 L j4d 8/6/1996 13 1 79.1 80 152 24 4 Dyn18 82.5 0104 T j4d 8/6/1996 14 1 79.1 80 203 22 4 Dyn10 27.5 0104 L j4e 8/6/1996 1 1 79.1 48 229 21 3 Dyn11 27.5 0104 L j4e 8/6/1996 1 1 79.1 48 229 21 3 Dyn13 10 0104 L j4e 8/6/1996 4 1 79.1 48 279 19 3 Dyn13 25 0104 L j4e 8/6/1996 5 1 79.1 48 229 21 3 Dyn13 35 0104 L j4e 8/6/1996 5 1 79.1 48 229 21 3 Dyn15 42.5 0104 L j4e 8/6/1996 6 1 79.1 64 229 21 3 Dyn15 30 0104 L j4e 8/6/1996 6 1 79.1 64 229 21 3 Dyn16 85 0104 L j4e 8/6/1996 7 1 79.1 64 203 22 4 Dyn11 22.5 0104 L j4e 8/6/1996 7 1 79.1 64 203 22 4 Dyn13 27.5 0104 T j4e 8/6/1996 8 1 79.1 64 203 22 4 Dyn10 70 0104 T j4e 8/6/1996 8 1 79.1 64 203 22 4 Dyn12 57.5 0104 T j4e 8/6/1996 9 1 79.1 64 305 18 3 Dyn14 22.5 0104 L j4e 8/6/1996 9 1 79.1 64 305 18 3 Dyn15 20 0104 L j4e 8/6/1996 10 1 79.1 64 229 21 3 Dyn13 20 0104 L j4e 8/6/1996 10 1 79.1 64 229 21 3 Dyn18 42.5 0104 L j4e 8/6/1996 11 1 79.1 80 254 20 3 Dyn11 10 0104 T j4e 8/6/1996 13 1 79.1 80 279 19 3 Dyn10 0 0104 L j4f 8/7/1996 1 1 79.1 48 229 21 3 Dyn18 67.5 0104 L j4f 8/7/1996 2 1 79.1 48 203 22 4 Dyn15 27.5 0104 L j4f 8/7/1996 7 1 79.1 64 279 19 3 Dyn15 17.5 0104 L j4f 8/7/1996 10 1 79.1 64 279 19 3 Dyn15 17.5 0104 L j4f 8/7/1996 10 1 79.1 64 279 19 3 Dyn17 372.6 0104 L j4f 8/7/1996 11 1 79.1 80 229 21 3 Dyn11 12.5 0104 L j4f 8/7/1996 12 1 79.1 80 229 21 3 Dyn11 12.5 A3-10

Table A3- 3 DLR Strains for Section 39-104 with ATB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0104 L j4g 8/9/1996 2 1 96.9 48 254 20 3 Dyn11 2.5 0104 L j4g 8/9/1996 2 1 96.9 48 254 20 3 Dyn15 20 0104 L j4g 8/9/1996 6 1 96.9 64 203 22 4 Dyn15 15 0104 L j4g 8/9/1996 7 1 96.9 64 229 21 3 Dyn13 15 0104 L j4g 8/9/1996 10 1 96.9 80 279 19 3 Dyn16 75 0104 L j6j4k 7/2/1997 2 1 79.1 48 508 10 2 Dyn34 0 0104 L j6j4k 7/2/1997 3 1 79.1 48 178 23 4 Dyn34 42.5 0104 L j6j4k 7/2/1997 4 1 79.1 48 432 13 3 Dyn40 57.5 0104 L j6j4k 7/2/1997 7 1 79.1 64 229 21 3 Dyn39 0 0104 L j6j4k 7/2/1997 8 1 79.1 64 178 23 4 Dyn34 115 0104 L j6j4k 7/2/1997 9 1 79.1 64 203 22 4 Dyn34 270 0104 L j6j4k 7/2/1997 15 1 79.1 80 127 25 4 Dyn40 22.5 0104 L j6j4k 7/2/1997 16 1 79.1 80 127 25 4 Dyn40 27.5 0104 L j6j4k 7/2/1997 17 1 79.1 80 203 22 4 Dyn34 167.5 0104 L j6j4k 7/2/1997 24 2 142.4 48 178 23 4 Dyn40 82.5 0104 L j6j4k 7/2/1997 25 2 142.4 64 152 24 4 Dyn34 0 0104 L j6j4k 7/2/1997 25 2 142.4 64 152 24 4 Dyn40 57.5 0104 L j6j4k 7/2/1997 26 2 142.4 64 51 28 4 Dyn40 62.5 0104 L j6j4k 7/2/1997 27 2 142.4 64 203 22 4 Dyn34 0 0104 L j6j4k 7/2/1997 28 2 142.4 64 152 24 4 Dyn40 72.5 0104 L j6j4k 7/2/1997 29 2 142.4 64 127 25 4 Dyn40 35 0104 L j6j4k 7/2/1997 35 2 142.4 80 0 30 4 Dyn40 32.5 0104 L j6j4k 7/2/1997 36 2 142.4 80 0 30 4 Dyn40 15 0104 L j6j4k 7/2/1997 39 2 142.4 80 0 30 4 Dyn40 27.5 A3-11

Table A3- 4 DLR Strains for Section 39-108 with PATB+DGAB base Type Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0108 L j8c 8/5/1996 6 2 186 64 229 21 3 Dyn15 268 0108 L j8c 8/5/1996 7 2 186 64 178 23 4 Dyn15 268 0108 L j8c 8/5/1996 9 2 186 64 254 20 3 Dyn13 225 0108 T j8c 8/5/1996 9 2 186 64 254 20 3 Dyn14 385 0108 L j8c 8/5/1996 10 2 186 64 381 15 3 Dyn11 210 0108 T j8d 8/6/1996 2 2 186 48 305 18 3 Dyn12 148 0108 L j8d 8/6/1996 3 2 186 48 254 20 3 Dyn11 183 0108 L j8d 8/6/1996 4 1 79.1 48 305 18 3 Dyn11 200 0108 L j8d 8/6/1996 5 1 79.1 48 203 22 4 Dyn13 233 0108 L j8d 8/6/1996 5 1 79.1 48 203 22 4 Dyn15 238 0108 L j8d 8/6/1996 6 1 79.1 48 203 22 4 Dyn11 180 0108 L j8d 8/6/1996 7 1 79.1 64 254 20 3 Dyn15 210 0108 L j8d 8/6/1996 8 1 79.1 64 279 19 3 Dyn11 178 0108 L j8d 8/6/1996 8 1 79.1 64 279 19 3 Dyn13 180 0108 L j8d 8/6/1996 8 1 79.1 64 279 19 3 Dyn15 188 0108 L j8d 8/6/1996 9 1 79.1 64 330 17 3 Dyn11 195 0108 L j8d 8/6/1996 9 1 79.1 64 330 17 3 Dyn15 235 0108 T j8d 8/6/1996 11 1 79.1 64 279 19 3 Dyn12 165 0108 L j8d 8/6/1996 12 1 79.1 80 279 19 3 Dyn15 198 0108 L j8d 8/6/1996 13 1 79.1 80 254 20 3 Dyn11 178 0108 L j8d 8/6/1996 15 1 79.1 80 152 24 4 Dyn15 218 0108 L j8e 8/6/1996 1 1 79.1 48 203 22 4 Dyn11 215 0108 L j8e 8/6/1996 1 1 79.1 48 203 22 4 Dyn13 255 0108 L j8e 8/6/1996 4 1 79.1 48 254 20 3 Dyn11 205 0108 L j8e 8/6/1996 4 1 79.1 48 254 20 3 Dyn13 253 0108 L j8e 8/6/1996 5 1 79.1 48 203 22 4 Dyn11 210 0108 L j8e 8/6/1996 5 1 79.1 48 203 22 4 Dyn13 265 0108 T j8e 8/6/1996 7 1 79.1 64 229 21 3 Dyn10 283 0108 L j8e 8/6/1996 7 1 79.1 64 229 21 3 Dyn18 23 0108 L j8e 8/6/1996 9 1 79.1 64 279 19 3 Dyn13 225 A3-12

Table A3- 4 DLR Strains for Section 39-108 with PATB+DGAB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0108 T j8e 8/6/1996 9 1 79.1 64 279 19 3 Dyn14 258 0108 T j8e 8/6/1996 10 1 79.1 80 178 23 4 Dyn10 268 0108 T j8e 8/6/1996 12 1 79.1 80 178 23 4 Dyn14 260 0108 L j8e 8/6/1996 12 1 79.1 80 178 23 4 Dyn15 230 0108 L j8f 8/7/1996 2 1 79.1 48 279 19 3 Dyn11 138 0108 L j8f 8/7/1996 3 1 79.1 48 254 20 3 Dyn11 148 0108 L j8f 8/7/1996 3 1 79.1 48 254 20 3 Dyn13 180 0108 L j8f 8/7/1996 4 1 79.1 48 279 19 3 Dyn13 195 0108 L j8f 8/7/1996 8 1 79.1 64 305 18 3 Dyn11 158 0108 L j8f 8/7/1996 8 1 79.1 64 305 18 3 Dyn13 175 0108 T j8f 8/7/1996 9 1 79.1 64 305 18 3 Dyn12 105 0108 L j8f 8/7/1996 9 1 79.1 64 305 18 3 Dyn13 180 0108 T j8f 8/7/1996 11 1 79.1 80 254 20 3 Dyn12 110 0108 L j8f 8/7/1996 13 1 79.1 80 305 18 3 Dyn13 148 0108 T j8f 8/7/1996 13 1 79.1 80 305 18 3 Dyn14 110 0108 L j8g 8/9/1996 1 1 96.9 48 279 19 3 Dyn11 175 0108 L j8g 8/9/1996 2 1 96.9 48 254 20 3 Dyn13 223 0108 L j8g 8/9/1996 2 1 96.9 48 254 20 3 Dyn15 228 0108 L j8g 8/9/1996 3 1 96.9 48 254 20 3 Dyn11 185 0108 L j8g 8/9/1996 3 1 96.9 48 254 20 3 Dyn13 220 0108 L j8g 8/9/1996 3 1 96.9 48 254 20 3 Dyn15 235 0108 L j8g 8/9/1996 5 1 96.9 64 254 20 3 Dyn15 210 0108 L j8g 8/9/1996 6 1 96.9 64 254 20 3 Dyn15 218 0108 L j8g 8/9/1996 9 1 96.9 80 254 20 3 Dyn13 188 0108 T j8g 8/9/1996 10 1 96.9 80 279 19 3 Dyn12 210 0108 L j8g 8/9/1996 11 1 96.9 80 229 21 3 Dyn15 208 0108 T j8j5l 7/3/1997 2 1 110.8 48 51 28 4 Dyn10 0 0108 T j8j5l 7/3/1997 3 1 110.8 48 152 24 4 Dyn10 203 A3-13

Table A3- 4 DLR Strains for Section 39-108 with PATB+DGAB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0108 L j8j5l 7/3/1997 4 1 110.8 48 102 26 4 Dyn13 0 0108 L j8j5l 7/3/1997 4 1 110.8 48 102 26 4 Dyn16 0 0108 L j8j5l 7/3/1997 6 1 110.8 48 178 23 4 Dyn15 20 0108 L j8j5l 7/3/1997 6 1 110.8 48 178 23 4 Dyn16 0 0108 T j8j5l 7/3/1997 7 1 110.8 64 152 24 4 Dyn14 163 0108 T j8j5l 7/3/1997 8 1 110.8 64 203 22 4 Dyn10 110 0108 T j8j5l 7/3/1997 8 1 110.8 64 203 22 4 Dyn14 113 0108 L j8j5l 7/3/1997 8 1 110.8 64 203 22 4 Dyn16 0 0108 L j8j5l 7/3/1997 9 1 110.8 64 203 22 4 Dyn16 0 0108 T j8j5l 7/3/1997 10 1 110.8 64 152 24 4 Dyn14 110 0108 L j8j5l 7/3/1997 10 1 110.8 64 152 24 4 Dyn16 0 0108 L j8j5l 7/3/1997 12 1 110.8 64 254 20 3 Dyn15 0 0108 L j8j5l 7/3/1997 12 1 110.8 64 254 20 3 Dyn16 0 0108 T j8j5l 7/3/1997 13 1 110.8 80 305 18 3 Dyn14 113 0108 L j8j5l 7/3/1997 15 1 110.8 80 25 29 4 Dyn16 0 0108 L j8j5l 7/3/1997 17 1 110.8 80 178 23 4 Dyn16 0 0108 T j8j5l 7/3/1997 18 1 110.8 80 76 27 4 Dyn14 28 0108 L j8j5l 7/3/1997 18 1 110.8 80 76 27 4 Dyn16 0 0108 L j8j5l 7/3/1997 24 2 213.7 48 127 25 4 Dyn11 278 0108 T j8j5l 7/3/1997 29 2 213.7 80 152 24 4 Dyn10 0 0108 T j8j5l 7/3/1997 30 2 213.7 80 203 22 4 Dyn14 133 0108 L j8j5l 7/3/1997 30 2 213.7 80 203 22 4 Dyn16 0 0108 L j8j5l 7/3/1997 31 2 213.7 80 102 26 4 Dyn15 0 0108 T j8j5l 7/3/1997 32 2 213.7 80 51 28 4 Dyn14 115 0108 T j8j5l 7/3/1997 33 2 213.7 80 0 30 4 Dyn14 153 0108 L j8j5l 7/3/1997 33 2 213.7 80 0 30 4 Dyn16 0 0108 L j8j5l 7/3/1997 35 2 213.7 80 0 30 4 Dyn11 0 0108 T j8j5l 7/3/1997 35 2 213.7 80 0 30 4 Dyn14 53 0108 T j8j5l 7/3/1997 36 2 213.7 80 0 30 4 Dyn14 128 0108 L j8j5l 7/3/1997 36 2 213.7 80 0 30 4 Dyn16 0 A3-14

Table A3- 5 DLR Strains for Section 39-110 with ATB+PATB base Type Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0110 L j10c 8/5/1996 1 2 186 48 406 14 3 Dyn15 -8 0110 L j10c 8/5/1996 1 2 186 48 406 14 3 Dyn18 138 0110 L j10c 8/5/1996 2 2 186 48 178 23 4 Dyn13 23 0110 L j10c 8/5/1996 4 2 186 48 203 22 4 Dyn11 8 0110 L j10c 8/5/1996 4 2 186 48 203 22 4 Dyn13 15 0110 L j10c 8/5/1996 4 2 186 48 203 22 4 Dyn15 0 0110 L j10c 8/5/1996 6 2 186 64 127 25 4 Dyn13 23 0110 L j10d 8/6/1996 2 2 186 48 203 22 4 Dyn18 148 0110 L j10d 8/6/1996 5 1 79.1 48 127 25 4 Dyn11 30 0110 L j10d 8/6/1996 5 1 79.1 48 127 25 4 Dyn13 38 0110 T j10d 8/6/1996 6 1 79.1 48 152 24 4 Dyn12 28 0110 L j10d 8/6/1996 6 1 79.1 48 152 24 4 Dyn13 35 0110 L j10d 8/6/1996 6 1 79.1 48 152 24 4 Dyn15 23 0110 L j10d 8/6/1996 6 1 79.1 48 152 24 4 Dyn18 153 0110 L j10d 8/6/1996 7 1 79.1 64 254 20 3 Dyn13 25 0110 L j10d 8/6/1996 8 1 79.1 64 152 24 4 Dyn18 115 0110 L j10d 8/6/1996 9 1 79.1 64 254 20 3 Dyn18 113 0110 L j10d 8/6/1996 10 1 79.1 64 178 23 4 Dyn11 23 0110 T j10d 8/6/1996 10 1 79.1 64 178 23 4 Dyn12 23 0110 L j10d 8/6/1996 11 1 79.1 64 229 21 3 Dyn11 20 0110 L j10d 8/6/1996 11 1 79.1 64 229 21 3 Dyn15 10 0110 L j10d 8/6/1996 12 1 79.1 80 229 21 3 Dyn11 18 0110 L j10d 8/6/1996 14 1 79.1 80 127 25 4 Dyn11 23 0110 T j10d 8/6/1996 16 1 79.1 80 152 24 4 Dyn10 20 0110 L j10d 8/6/1996 16 1 79.1 80 152 24 4 Dyn15 3 0110 L j10e 8/6/1996 1 1 79.1 48 203 22 4 Dyn11 18 A3-15

Table A3- 5 DLR Strains for Section 39-110 with ATB+PATB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0110 L j10e 8/6/1996 1 1 79.1 48 203 22 4 Dyn18 168 0110 L j10e 8/6/1996 2 1 79.1 48 279 19 3 Dyn11 -3 0110 L j10e 8/6/1996 2 1 79.1 48 279 19 3 Dyn15 -18 0110 L j10e 8/6/1996 3 1 79.1 48 279 19 3 Dyn13 8 0110 L j10e 8/6/1996 5 1 79.1 64 229 21 3 Dyn11 13 0110 L j10e 8/6/1996 5 1 79.1 64 229 21 3 Dyn15 -15 0110 L j10e 8/6/1996 6 1 79.1 64 229 21 3 Dyn18 165 0110 L j10e 8/6/1996 7 1 79.1 64 305 18 3 Dyn13 8 0110 L j10e 8/6/1996 7 1 79.1 64 305 18 3 Dyn15 0 0110 T j10e 8/6/1996 9 1 79.1 80 203 22 4 Dyn12 23 0110 L j10e 8/6/1996 9 1 79.1 80 203 22 4 Dyn15 15 0110 L j10e 8/6/1996 10 1 79.1 80 279 19 3 Dyn15 0 0110 L j10e 8/6/1996 11 1 79.1 80 254 20 3 Dyn11 5 0110 L j10e 8/6/1996 11 1 79.1 80 254 20 3 Dyn18 140 0110 L j10e 8/6/1996 12 1 79.1 80 305 18 3 Dyn18 133 0110 L j10f 8/7/1996 2 1 79.1 48 203 22 4 Dyn13 28 0110 L j10f 8/7/1996 4 1 79.1 48 203 22 4 Dyn11 25 0110 L j10f 8/7/1996 5 1 79.1 48 254 20 3 Dyn13 28 0110 L j10f 8/7/1996 5 1 79.1 48 254 20 3 Dyn15 33 0110 L j10f 8/7/1996 7 1 79.1 64 305 18 3 Dyn15 25 0110 L j10f 8/7/1996 8 1 79.1 64 229 21 3 Dyn13 23 0110 L j10f 8/7/1996 9 1 79.1 64 254 20 3 Dyn11 25 0110 L j10f 8/7/1996 9 1 79.1 64 254 20 3 Dyn15 23 0110 T j10f 8/7/1996 11 1 79.1 80 229 21 3 Dyn12 25 0110 L j10f 8/7/1996 11 1 79.1 80 229 21 3 Dyn13 28 0110 L j10f 8/7/1996 12 1 79.1 80 279 19 3 Dyn13 25 0110 L j10f 8/7/1996 13 1 79.1 80 254 20 3 Dyn11 20 0110 L j10f 8/7/1996 13 1 79.1 80 254 20 3 Dyn18 115 0110 L j10g 8/9/1996 2 1 96.9 48 254 20 3 Dyn15 10 A3-16

Table A3- 5 DLR Strains for Section 39-110 with ATB+PATB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0110 T j10g 8/9/1996 3 1 96.9 48 279 19 3 Dyn10 20 0110 L j10g 8/9/1996 3 1 96.9 48 279 19 3 Dyn11 18 0110 L j10g 8/9/1996 3 1 96.9 48 279 19 3 Dyn18 163 0110 T j10g 8/9/1996 5 1 96.9 64 203 22 4 Dyn10 28 0110 L j10g 8/9/1996 5 1 96.9 64 203 22 4 Dyn11 18 0110 L j10g 8/9/1996 6 1 96.9 64 254 20 3 Dyn18 145 0110 L j10g 8/9/1996 7 1 96.9 64 254 20 3 Dyn15 10 0110 L j10g 8/9/1996 7 1 96.9 64 254 20 3 Dyn18 140 0110 L j10g 8/9/1996 8 1 96.9 64 254 20 3 Dyn15 10 0110 L j10g 8/9/1996 8 1 96.9 64 254 20 3 Dyn18 60 0110 T j10g 8/9/1996 9 1 96.9 80 203 22 4 Dyn10 23 0110 T j10g 8/9/1996 9 1 96.9 80 203 22 4 Dyn12 20 0110 T j10g 8/9/1996 9 1 96.9 80 203 22 4 Dyn14 15 0110 L j10g 8/9/1996 11 1 96.9 80 279 19 3 Dyn13 18 0110 L j10g 8/9/1996 12 1 96.9 80 254 20 3 Dyn13 0 0110 L j10g 8/9/1996 12 1 96.9 80 254 20 3 Dyn15 8 0110 L j10j9k 7/2/1997 2 1 79.1 48 330 17 3 DYN13 20 0110 L j10j9k 7/2/1997 2 1 79.1 48 330 17 3 DYN15 18 0110 T j10j9k 7/2/1997 3 1 79.1 48 203 22 4 DYN14 25 0110 L j10j9k 7/2/1997 4 1 79.1 48 559 8 1 DYN13 18 0110 L j10j9k 7/2/1997 4 1 79.1 48 559 8 1 DYN15 15 0110 L j10j9k 7/2/1997 6 1 79.1 48 203 22 4 DYN13 18 0110 L j10j9k 7/2/1997 6 1 79.1 48 203 22 4 DYN15 8 0110 T j10j9k 7/2/1997 8 1 79.1 64 203 22 4 DYN12 735 0110 L j10j9k 7/2/1997 8 1 79.1 64 203 22 4 DYN13 13 0110 L j10j9k 7/2/1997 8 1 79.1 64 203 22 4 DYN18 68 0110 T j10j9k 7/2/1997 9 1 79.1 64 178 23 4 DYN12 0 0110 L j10j9k 7/2/1997 9 1 79.1 64 178 23 4 DYN13 8 A3-17

Table A3- 5 DLR Strains for Section 39-110 with ATB+PATB base Type (continued…..) Section ID Direction Test Date Run No. Truck Type Axle Load, KN Speed, kph Offset, mm x, inches Tire Position Gauge ID Peak Strain, micro- strain 0110 L j10j9k 7/2/1997 10 1 79.1 64 203 22 4 DYN13 13 0110 L j10j9k 7/2/1997 10 1 79.1 64 203 22 4 DYN15 0 0110 L j10j9k 7/2/1997 11 1 79.1 64 152 24 4 DYN18 53 0110 L j10j9k 7/2/1997 12 1 79.1 64 51 28 4 DYN15 0 0110 L j10j9k 7/2/1997 13 1 79.1 80 102 26 4 DYN13 8 0110 L j10j9k 7/2/1997 13 1 79.1 80 102 26 4 DYN15 0 0110 L j10j9k 7/2/1997 14 1 79.1 80 102 26 4 DYN13 8 0110 T j10j9k 7/2/1997 14 1 79.1 80 102 26 4 DYN14 5 0110 L j10j9k 7/2/1997 14 1 79.1 80 102 26 4 DYN18 48 0110 T j10j9k 7/2/1997 16 1 79.1 80 102 26 4 DYN12 0 0110 L j10j9k 7/2/1997 16 1 79.1 80 102 26 4 DYN18 50 0110 T j10j9k 7/2/1997 17 1 79.1 80 152 24 4 DYN14 13 0110 L j10j9k 7/2/1997 17 1 79.1 80 152 24 4 DYN15 0 0110 T j10j9k 7/2/1997 18 1 79.1 80 25 29 4 DYN12 28 0110 L j10j9k 7/2/1997 18 1 79.1 80 25 29 4 DYN18 50 0110 L j10j9k 7/2/1997 24 2 142.4 48 152 24 4 DYN18 98 0110 T j10j9k 7/2/1997 25 2 142.4 64 102 26 4 DYN14 8 0110 L j10j9k 7/2/1997 26 2 142.4 64 76 27 4 DYN15 5 0110 L j10j9k 7/2/1997 28 2 142.4 64 203 22 4 DYN13 8 0110 T j10j9k 7/2/1997 28 2 142.4 64 203 22 4 DYN14 0 0110 L j10j9k 7/2/1997 28 2 142.4 64 203 22 4 DYN18 45 0110 L j10j9k 7/2/1997 29 2 142.4 64 203 22 4 DYN18 58 0110 L j10j9k 7/2/1997 33 2 142.4 80 330 17 3 DYN18 65 0110 L j10j9k 7/2/1997 34 2 142.4 80 279 19 3 DYN15 0 0110 L j10j9k 7/2/1997 38 2 142.4 80 0 30 4 DYN15 0 0110 L j10j9k 7/2/1997 38 2 142.4 80 0 30 4 DYN18 55 0110 L j10j9k 7/2/1997 39 2 142.4 80 0 30 4 DYN13 8 0110 L j10j9k 7/2/1997 39 2 142.4 80 0 30 4 DYN15 8 0110 T j10j9k 7/2/1997 40 2 142.4 80 0 30 4 DYN12 90 A3-18

Table A3- 6 Peak strain Data for section 39-102 Tire position 1 3 4 Direction Gauge ID Truck type Load Speed Peak Strain (micro strain) 48 1363 1418 79.1 64 1408 1 96.9 48 1065 142.4 48 950 Dyn12 2 186.0 48 1219 L Dyn8 1 96.9 48 285 48 643 64 983 1 96.9 80 1105 48 660.1 506 64 1248 T Dyn9 2 142.4 80 678 A3-19

Table A3- 7 Peak strain Data for section 39-104 Tire position 2 3 4 Direction Gauge ID Truck type Load Speed Peak Strain (micro strain) 48 24 64 15 23 79.1 80 12 1 96.9 48 3 142.4 64 5 48 25 Dyn11 2 186 64 13 18 48 23 79.1 64 20 28 1 96.9 64 15 Dyn13 2 186 48 18 30 48 43 28 79.1 64 22 48 20 1 96.9 64 15 48 20 64 142.4 80 48 40 Dyn15 2 186 64 20 48 80 64 85 79.1 80 50 1 96.9 80 75 142.4 64 50 Dyn16 2 186 64 65 1 79.1 64 373 Dyn17 2 186 64 78 48 68 64 53 1 79.1 80 80 83 142.4 80 35 48 48 90 L Dyn18 2 186 64 98 1 79.1 64 58 Dyn12 2 186 64 41 64 23 28 T Dyn14 1 79.1 80 18 A3-20

Table A3- 8 Peak strain Data for section 39-108 Tire position 3 4 Direction Gauge ID Truck type Load Speed Peak Strain (micro strain) 48 173 202 64 177 79.1 80 178 1 96.9 48 180 48 183 186 64 210 48 278 Dyn11 2 213.7 80 48 209 251 64 190 79.1 80 148 48 221 96.9 80 188 1 110.8 48 Dyn13 2 186 64 225 48 238 64 211 79.1 80 198 224 48 231 64 214 96.9 80 208 48 20 1 110.8 64 186 64 268 268 Dyn15 2 213.7 80 48 64 1 110.8 80 Dyn16 2 213.7 80 L Dyn18 1 79.1 64 23 64 135 79.1 80 110 1 96.9 80 210 Dyn12 2 186 48 148 64 258 79.1 80 110 260 64 128 1 110.8 80 113 28 186 64 385 T Dyn14 2 213.7 80 116 A3-21

Table A3- 9 Peak strain Data for section 39-110 Tire position 1 3 4 Direction Gauge ID Truck type Load Speed Peak Strain (micro strain) 48 24 64 19 23 79.1 80 14 23 48 18 1 96.9 64 18 Dyn11 2 186 48 8 48 18 18 29 64 18 11 79.1 80 26 8 1 96.9 80 9 64 8 142.4 80 8 48 19 Dyn13 2 186 64 23 48 15 11 15 64 9 79.1 80 4 48 10 64 10 1 96.9 80 8 64 5 142.4 80 4 Dyn15 2 186 48 48 160 64 139 78 79.1 80 129 49 48 163 1 96.9 64 115 48 98 64 51 142.4 80 65 55 L Dyn18 2 186 48 138 148 48 28 64 253 79.1 80 25 17 1 96.9 80 20 Dyn12 2 142.4 80 90 48 25 79.1 80 9 1 96.9 80 15 T Dyn14 2 142.4 64 4 A3-22

Table A3- 10 Average Peak Surface Deflections for section 39-102 Tire position 1 3 4 LVDT ID Truck Type Load, KN Speed, kph Peak Surface Deflection (mils) 64 38.32 74.50 79.1 80 58.98 48 68.59 1 96.9 80 75.42 48 47.79 53.06 64 59.83 142.4 80 65.18 48 77.75 86.38 LVDT1 2 186 64 79.04 48 23.57 79.1 64 19.20 25.06 LVDT2 1 96.9 80 19.00 48 19.83 30.98 64 26.75 32.33 79.1 80 23.00 48 21.16 1 96.9 80 22.97 48 13.72 64 15.00 19.02 142.4 80 11.91 48 28.84 37.19 LVDT3 2 186 64 25.75 36.96 48 79.70 64 73.97 82.07 79.1 80 67.24 64 77.25 1 96.9 80 71.42 48 49.26 64 58.81 142.4 80 57.85 48 76.40 82.36 LVDT4 2 186 64 91.15 96.64 A3-23

Table A3- 11 Average Peak Surface Deflections for section 39-104 Tire position 2 3 4 LVDT ID Truck Type Load, KN Speed, kph Peak Surface Deflection (mils) 48 16.78 1 79.1 64 17.72 17.32 142.4 48 12.61 LVDT1 2 186 48 18.49 48 6.57 6.39 64 4.92 6.76 79.1 80 4.27 48 4.21 4.61 64 3.67 1 96.9 80 2.65 48 3.72 142.4 64 4.07 3.75 48 3.05 LVDT2 2 186 64 4.80 7.71 48 6.26 64 11.48 1 79.1 80 13.89 142.4 80 4.72 LVDT3 2 186 48 5.49 1 79.1 64 15.76 10.11 142.4 80 10.47 10.50 48 15.69 LVDT4 2 186 64 15.33 16.92 A3-24

Table A3- 12 Average Peak Surface Deflections for section 39-108 Tire position 3 4 LVDT ID Truck Type Load, KN Speed, kph Peak Surface Deflection (mils) 79.1 80 11.61 48 16.34 64 7.52 13.51 1 110.8 80 10.86 48 19.05 64 17.83 LVDT1 2 213.7 80 14.33 48 28.88 26.05 79.1 64 26.65 26.60 96.9 48 23.13 48 21.02 64 17.54 18.64 1 110.8 80 16.60 48 31.46 34.03 186 64 29.64 30.80 48 26.56 LVDT2 2 213.7 80 21.88 64 48.11 79.1 80 40.42 96.9 80 37.57 48 12.48 64 7.14 22.92 1 110.8 80 11.44 48 24.17 186 64 37.10 48 17.86 64 18.89 LVDT3 2 213.7 80 16.58 48 47.53 64 52.16 52.79 79.1 80 59.33 61.45 96.9 48 36.15 48 7.64 64 7.58 7.93 1 110.8 80 5.88 186 64 47.61 48 12.59 64 13.24 LVDT4 2 213.7 80 10.59 A3-25

Table A3- 13 Average Peak Surface Deflections for section 39-110 Tire position 3 4 LVDT ID Truck Type Load, KN Speed, kph Peak Surface Deflection (mils) 48 5.74 4.61 64 6.01 5.53 79.1 80 5.54 5.05 1 96.9 48 6.08 48 11.20 64 9.47 142.4 80 10.29 8.06 48 6.02 LVDT1 2 186 64 6.36 48 27.31 64 28.81 23.15 79.1 80 19.21 21.97 48 23.77 1 96.9 64 20.55 64 25.64 142.4 80 20.19 19.31 48 28.91 30.74 LVDT2 2 186 64 27.98 142.4 80 3.37 LVDT3 2 186 48 4.75 64 4.97 3.81 1 79.1 80 3.52 48 9.36 64 6.77 142.4 80 9.26 LVDT4 2 186 48 0.50 A3-26

Table A3- 14 Average Pressure at top of subgrade for section 39-102 Tire position 1 3 4 PC ID Truck Type Load, KN Speed, kph Pressure, psi 48 15.17 16.24 64 13.19 12.37 79.1 80 13.83 48 17.36 64 14.57 1 96.9 80 17.02 48 9.48 14.18 64 12.73 142.4 80 13.07 48 16.66 17.78 PC1 2 186 64 14.76 15.34 48 16.85 17.66 79.1 64 15.21 15.90 48 20.57 64 16.96 1 96.9 80 20.80 48 12.56 14.08 64 17.15 16.21 142.4 80 13.18 186 48 19.74 21.50 PC2 2 64 19.97 20.40 Table A3- 15 Average Pressure at top of subgrade for section 39-104 Tire position 3 4 PC ID Truck Type Load, KN Speed, kph Pressure, psi 48 6.54 64 6.91 5.85 79.1 80 4.77 1 96.9 64 5.67 PC1 2 186 48 7.24 6.60 48 6.52 64 5.10 4.99 79.1 80 5.16 64 5.06 1 96.9 80 4.17 5.19 PC2 2 186 48 6.59 6.16 A3-27

Table A3- 16 Average Pressure at top of subgrade for section 39-108 Tire position 3 4 PC ID Truck Type Load, KN Speed, kph Pressure, psi 48 9.30 10.18 64 10.55 79.1 80 11.42 48 6.79 64 7.58 7.60 1 110.8 80 8.00 6.93 48 11.13 186 64 11.54 12.04 48 8.75 64 9.00 PC1 2 213.7 80 7.81 48 9.79 10.73 64 11.48 11.48 79.1 80 11.57 96.9 48 10.50 48 4.70 64 6.87 6.76 1 110.8 80 6.37 5.29 186 48 11.67 12.06 48 7.93 64 8.31 PC2 2 213.7 80 7.71 Table A3- 17 Average Pressure at top of subgrade for section 39-110 Tire position 1 3 4 PC ID Truck Type Load, KN Speed, kph Pressure, psi 48 3.90 6.03 79.1 80 6.07 6.12 1 96.9 80 5.84 PC1 2 186 48 6.55 7.07 48 3.07 4.66 64 4.37 4.38 1 79.1 80 4.54 3.89 48 5.47 64 5.22 142.4 80 5.18 4.56 48 5.22 5.09 PC2 2 186 64 5.96 A3-28

Table A3- 18 Descriptive Statistics for measured strains 7 60 46 60 950.20 12.50 22.50 12.50 1417.70 97.50 277.50 167.50 1234.49 38.96 203.15 54.38 1257.70 27.50 208.75 27.50 950.20 20.00 180.00 17.50 950.20 13.75 147.50 13.75 1065.20 20.00 180.00 20.00 1407.70 57.50 227.50 66.25 1417.70 83.75 267.50 157.50 1417.70 97.50 277.50 167.50 67.78 3.13 6.30 6.37 179.34 24.24 42.74 49.35 10 12 21 14 497.60 17.50 52.50 12.50 1247.70 70.00 282.50 90.00 829.38 36.88 157.38 26.96 762.60 27.50 132.50 22.50 497.60 22.50 110.00 20.00 497.60 17.50 105.00 12.50 642.60 22.50 110.00 20.00 1105.20 55.00 202.50 27.50 1247.70 70.00 267.50 90.00 1247.70 70.00 282.50 90.00 88.33 5.55 14.09 4.99 279.31 19.22 64.58 18.69 Count Minimum Maximum Mean Median Mode Percentile 05 Percentile 25 Percentile 75 Percentile 95 Percentile 99 Standard Error of Mean Standard Deviation L Count Minimum Maximum Mean Median Mode Percentile 05 Percentile 25 Percentile 75 Percentile 95 Percentile 99 Standard Error of Mean Standard Deviation T Direction strain 102 strain 104 strain 108 strain 110 Section A3-29

Table A3- 19 Descriptive Statistics for measured pressures 71 38 79 64 9.48 2.77 1.83 3.05 21.50 7.76 13.09 7.51 16.38 5.88 9.09 5.10 16.59 5.71 8.93 5.00 12.56 4.73 8.00 3.49 12.40 4.06 5.86 3.44 14.44 5.19 7.41 4.30 17.78 6.82 11.21 5.86 21.00 7.41 12.06 7.29 21.50 7.76 13.09 7.51 .34 .18 .25 .14 2.86 1.12 2.25 1.12 Count Minimum Maximum Mean Median Mode Percentile 05 Percentile 25 Percentile 75 Percentile 95 Percentile 99 Standard Error of Mean Standard Deviation Pressure at top of subgrade, psi 102 Pressure at top of subgrade, psi 104 Pressure at top of subgrade, psi 108 Pressure at top of subgrade, psi 110 Section ID A3-30

Table A3- 20 Descriptive Statistics for measured surface deflections 47 15 48 41 38.30 10.10 5.30 .50 96.60 20.00 61.50 13.20 71.00 15.45 19.59 6.34 74.10 16.80 13.50 6.00 68.60 17.00 11.60 4.30 49.30 10.10 7.00 3.00 59.80 12.60 9.25 4.50 79.50 17.00 19.00 7.70 90.20 20.00 59.30 10.40 96.60 20.00 61.50 13.20 1.84 .80 2.35 .42 12.63 3.11 16.31 2.66 27 38 50 39 11.90 2.60 7.10 3.40 37.20 13.90 48.10 32.20 23.50 5.48 23.94 23.27 23.00 4.65 23.15 23.50 19.00 2.60 17.80 21.60 13.70 2.60 11.40 4.70 19.20 3.70 17.80 20.20 26.70 7.00 28.50 28.90 37.00 11.50 40.20 31.30 37.20 13.90 48.10 32.20 1.20 .42 1.17 1.11 6.25 2.56 8.26 6.93 Count Minimum Maximum Mean Median Mode Percentile 05 Percentile 25 Percentile 75 Percentile 95 Percentile 99 Standard Error of Mean Standard Deviation Deep Count Minimum Maximum Mean Median Mode Percentile 05 Percentile 25 Percentile 75 Percentile 95 Percentile 99 Standard Error of Mean Standard Deviation Shallow Anchor Reference Surface Deflection (mils) 102 Surface Deflection (mils) 104 Surface Deflection (mils) 108 Surface Deflection (mils) 110 Section ID A3-31

0 5 10 15 20 25 30 35 40 45 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN11 DYN13 DYN15 (a) Strain at bottom of AC layer – Longitudinal -40 -20 0 20 40 60 80 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN10 DYN14 (b) Strain at bottom of AC layer – Transverse Figure A3- 8 Comparison of calculated and measured strains for Single Axle – Section 39-104 0 10 20 30 40 50 60 70 80 90 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tr a in ) 18 kip-Calc. 22 kip-Calc. DYN18 DYN16 Figure A3- 9 Comparison of calculated and measured strains for Single Axle – Section 39-104 (at bottom of asphalt treated base) A3-32

0 5 10 15 20 25 30 35 40 45 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 32 kip-Calc. 42 kip-Calc. DYN11 DYN13 DYN15 (a) Strain at bottom of AC layer – Longitudinal -30 -20 -10 0 10 20 30 40 50 60 70 80 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 32 kip-Calc. 42 kip-Calc. DYN10 (b) Strain at bottom of AC layer – Transverse Figure A3- 10 Comparison of calculated and measured strains for Tandem Axle – Section 39-104 0 20 40 60 80 100 120 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tr a in ) 32 kip-Calc. 42 kip-Calc. DYN18 DYN16 DYN17 Figure A3- 11 Comparison of calculated and measured strains for Tandem Axle – Section 39- 104 (at bottom of asphalt treated base) 0 50 100 150 200 250 300 350 400 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN11 DYN13 DYN15 (a) Strain at bottom of AC layer – Longitudinal -100 -50 0 50 100 150 200 250 300 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN10 DYN12 DYN14 (b) Strain at bottom of AC layer – Transverse Figure A3- 12 Comparison of calculated and measured strains for Single Axle – Section 39-108 A3-33

0 50 100 150 200 250 300 350 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 32 kip-Calc. 42 kip-Calc. DYN11 DYN13&15 (a) Strain at bottom of AC layer under outer wheels – Longitudinal -100 -50 0 50 100 150 200 250 300 350 400 450 0 5 10 15 20 25 30 35 X distance (inches) St ra in (m ic ro -s tra in ) 32 kip-Calc. 42 kip-Calc. DYN14 (b) Strain at bottom of AC layer between wheels – Longitudinal Figure A3- 13 Comparison of calculated and measured strains for Tandem Axle – Section 39-108 0 10 20 30 40 50 60 70 80 90 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN11 DYN13 DYN15 (a) Strain at bottom of AC layer – Longitudinal -20 -10 0 10 20 30 40 50 60 70 0 5 10 15 20 25 30 35 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN10 DYN12 DYN14 (b) Strain at bottom of AC layer – Transverse Figure A3- 14 Comparison of calculated and measured strains for Single Axle – Section 39-110 0 20 40 60 80 100 120 140 160 180 200 0 5 10 15 20 25 30 35 X distance (inches) St ra in (m ic ro -s tra in ) 18 kip-Calc. 22 kip-Calc. DYN18 Figure A3- 15 Comparison of calculated and measured strains for Single Axle – Section 39- 110 (at bottom of asphalt treated base) A3-34

0 10 20 30 40 50 60 70 80 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) 32 kip-Calc. 42 kip-Calc. DYN13 (a) Strain at bottom of AC layer – Longitudinal -20 -10 0 10 20 30 40 50 60 70 0 5 10 15 20 25 30 X distance (inches) St ra in (m ic ro -s tra in ) (b) Strain at bottom of AC layer – Transverse Figure A3- 16 Comparison of calculated and measured strains for Tandem Axle – Section 39-110 0 20 40 60 80 100 120 140 160 180 0 5 10 15 20 25 30 35 X distance (inches) St ra in (m ic ro -s tr a in ) 32 kip-Calc. 42 kip-Calc. DYN18 Figure A3- 17 Comparison of calculated and measured strains for Tandem Axle – Section 39-110 (at bottom of asphalt treated base) A3-35

0 5 10 15 20 25 0 5 10 15 20 25 30 X distance (inches) Su rfa ce D ef le ct io n (m ils ) 18 kip 22 kip 32 kip 42 kip LVDT1 LVDT2 LVDT3 LVDT4 (a) Surface Deflection 0 1 2 3 4 5 6 7 8 9 0 5 10 15 20 25 30 35 X distance (inches) St re ss a t t op o f s ub gr ad e (p si ) (b) Stress Figure A3- 18 Comparison of calculated and measured deflections and stress – Section 39-104 0 10 20 30 40 50 60 70 0 5 10 15 20 25 30 35 X distance (inches) Su rfa ce D ef le ct io n (m ils ) (a) Surface Deflection 0 2 4 6 8 10 12 14 0 5 10 15 20 25 30 35 X distance (inches) St re ss a t t op o f s ub gr ad e (p si ) (b) Stress Figure A3- 19 Comparison of calculated and measured deflections and stress – Section 39-108 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 X distance (inches) Su rfa ce D ef le ct io n (m ils ) (a) Surface Deflection 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 25 30 35 X distance (inches) St re ss a t t op o f s ub gr ad e (p si ) (b) Stress Figure A3- 20 Comparison of calculated and measured deflections and stress – Section 39-110 A3-36

Next: Appendix A4: Site-Level Analysis for SPS-1 Experiment »
LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements Get This Book
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 LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements
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TRB’s National Cooperative Highway Research Program (NCHRP) Web Document 74: LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements examines the relative influence of design and construction features on the response and performance of new flexible and rigid pavements. According to the report, base type seems to be the most critical design factor in achieving various levels of pavement performance for both flexible and rigid pavements, especially when provided with in-pavement drainage. Subgrade soil type and climate also have considerable effects on the influence of the design factors. While the report supports the existing understanding of pavement performance, the methodology in the study offers a systematic outline of the interactions between design and site factors as well as new insights on various design options.

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