Innovative Pavement Research Foundation (IPRF) IPRF – Project 04-02
Final Report – Appendices
Improved Overlay Design Parameters for Concrete Airfield Pavements
(IPRF Project FAA-01-G-002-04-2)
Submitted by
Quality Engineering Solutions, Inc. 405 Water Street, PO Box 3004
Conneaut Lake, PA 16316 Phone: (814) 382-0373 Fax: (814) 382-0375 www.QESpavements.com
LIMITED USE DOCUMENT This report is for the sole use of the IPRF in reviewing the research agency’s work. This report is fully privileged and the Program Manager, IPRF, must approve dissemination of the information outside of the administrative structure of the IPRF.
APPENDIX A – CONSTRUCTION INFORMATION Included in appendix A are illustrations and tables from the construction and instrumentation processes. The material includes experiment layout graphics and layer thickness plots.
FIGURE A1. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N1 AND S1
A-1
FIGURE A2. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N2 AND S2
A-2
FIGURE A3. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N3 AND S3
A-3
TABLE A1. CC4 CONCRETE MIX DESIGN
Volume Blend Weight, lbs/cy Proportion of Total
Mix ft3
Specific Gravity
#57 Millington 1685.0 35.19 % 9.51 2.84 NJ sand 1555.0 35.20 % 9.51 2.62 Fly ash 250.0 5.55 % 1.50 2.67 Cement 250.0 4.72 % 1.28 3.14 Water 250.0 14.83 % 4.01 1.00
Air 4.50 % 1.22 Water Cement Ratio 0.50
TABLE A2. AGGREGATE GRADATION FOR CC4 CONCRETE MIX DESIGN
AGGREGATE MIXTURE PERCENT PASSING BLENDED TOTAL BLENDED TOTAL SIEVE SIZE #57 Millington NJ sand WEIGHT VOLUME WEIGHT VOLUME
1.5 100.0 100.0 100.0 100.0 100.0 100.0 1.0 99.0 100.0 99.5 99.5 99.5 99.6 3/4 89.8 100.0 94.7 94.9 94.7 96.4 1/2 54.4 100.0 76.3 77.2 76.3 84.0 3/8 23.1 100.0 60.0 61.6 60.1 72.9 #4 7.3 98.0 50.8 52.7 50.9 66.7 #8 3.0 92.0 45.7 47.5 45.8 63.0
#16 0.0 74.0 35.5 37.0 35.6 55.7 #30 0.0 35.0 16.8 17.5 16.9 41.9 #50 0.0 14.0 6.7 7.0 6.9 34.5
#100 0.0 3.0 1.4 1.5 1.6 30.7 #200 0.0 0.2 0.1 0.1 0.2 29.6 #325 0.0 0.0 0.0 0.0 0.1 28.3 PAN 0.0 0.0 0.0 0.0 0.0 19.3 FM 6.77 2.84 4.88 4.80 4.87 3.09
A-4
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Station, ft
Thi
ckne
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Subbase Underlay Asphalt Interlayer Overlay
FIGURE A4. THICKNESS OF PAVEMENT LAYERS AT 20 FEET NORTH OF CENTERLINE
A-5
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Station, ft
Thi
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Subbase Underlay Asphalt Interlayer Overlay
FIGURE A5. THICKNESS OF PAVEMENT LAYERS AT 10 FEET NORTH OF CENTERLINE
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Station, ft
Thi
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Subbase Underlay Asphalt Interlayer Overlay
FIGURE A6. THICKNESS OF PAVEMENT LAYERS AT 20 FEET SOUTH OF CENTERLINE
A-7
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Thi
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Subbase Underlay Asphalt Interlayer Overlay
A-8
FIGURE A7. THICKNESS OF PAVEMENT LAYERS AT 10 FEET SOUTH OF CENTERLINE
APPENDIX B – INSTRUMENTATION PLANS Included in appendix B are the instrumentation plans. These depict the types and locations of the various instruments on the experiment layout.
FIGURE B1. INSTRUMENT LOCATIONS FOR TEST ITEMS N1 AND S1 (UNDERLAY INSTRUMENTS INDICATED BY U;
OVERLAY INSTRUMENTS INDICATED BY O)
B-1
FIGURE B2. INSTRUMENT LOCATIONS FOR TEST ITEMS N2 AND S2 (UNDERLAY INSTRUMENTS INDICATED BY U;
OVERLAY INSTRUMENTS INDICATED BY O)
B-2
B-3
FIGURE B3. INSTRUMENT LOCATIONS FOR TEST ITEMS N3 AND S3 (UNDERLAY INSTRUMENTS INDICATED BY U;
OVERLAY INSTRUMENTS INDICATED BY O)
APPENDIX C – HWD TESTING PLANS HWD testing locations are provided in appendix C. Both the original test locations and the expanded test locations are shown.
FIGURE C1. STANDARD FWD TEST LOCATIONS, TEST ITEMS N1 AND S1
C-1
FIGURE C2. STANDARD FWD TEST LOCATIONS, TEST ITEMS N2 AND S2
C-2
FIGURE C3. STANDARD FWD TEST LOCATIONS, TEST ITEMS N3 AND S3
C-3
FIGURE C4. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N1 AND S1
C-4
FIGURE C5. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N2 AND S2
C-5
C-6
FIGURE C6. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N3 AND S3
APPENDIX D – DEFLECTION BASINS Appendix D contains deflection basin plots at various testing locations. The plots contain results for those locations for the dates of HWD data collection before and during the loading sequence.
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0
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Def
lect
ion(
mils
)
FIGURE D1. DEFLECTION BASINS ON TEST ITEM NORTH 1 (N1)
D-1
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Def
lect
ion(
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FIGURE D2. DEFLECTION BASINS ON TEST ITEM SOUTH 1 (S1)
D-2
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Def
lect
ion
(mils
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FIGURE D3. DEFLECTION BASINS ON TEST ITEM NORTH 2 (N2)
D-3
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lect
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FIGURE D4. DEFLECTION BASINS ON TEST ITEM SOUTH 2 (S2)
D-4
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lect
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FIGURE D5. DEFLECTION BASINS ON TEST ITEM NORTH 3 (N3)
D-5
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lect
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FIGURE D6. DEFLECTION BASINS ON TEST ITEM SOUTH 3 (S3)
D-6
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Def
lect
ion
(mils
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FIGURE D7. DEFLECTION BASINS ON 6/22/2006 PRIOR TO LOADING
D-7
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lect
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FIGURE D8. DEFLECTION BASINS ON 7/24/2006 PRIOR TO LOADING
D-8
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lect
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FIGURE D9. DEFLECTION BASINS ON 7/25/2006 AFTER 132 PASSES
D-9
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lect
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FIGURE D10. DEFLECTION BASINS ON 7/28/2006 AFTER 1188 PASSES
D-10
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lect
ion
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FIGURE D11. DEFLECTION BASINS ON 8/1/2006 AFTER 1652 PASSES
D-11
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Def
lect
ion
(mils
)
FIGURE D12. DEFLECTION BASINS ON 8/9/2006 AFTER 3368 PASSES ON SOUTH TEST ITEMS
AND 2180 PASSES ON NORTH TEST ITEMS
D-12
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0
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Def
lect
ion
(mils
)
FIGURE D13. DEFLECTION BASINS ON 8/15/2006 AFTER 4424 PASSES ON SOUTH TEST ITEMS
AND 2840 PASSES ON NORTH TEST ITEMS
D-13
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0
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Def
lect
ion
(mils
)
FIGURE D14. DEFLECTION BASINS ON 10/10/2006 AFTER 12119 PASSES ON SOUTH TEST ITEMS
AND 5057 PASSES ON NORTH TEST ITEMS
D-14
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lect
ion
(mils
)
FIGURE D15. DEFLECTION BASINS ON 11/7/2006 AFTER 16424 PASSES ON S2, 12119 PASSES ON S1 AND S3 AND 5057 PASSES ON NORTH TEST ITEMS
D-15
D-16
FIGURE D16. DEFLECTION BASINS ON 11/20/2006 AFTER 16424 PASSES ON S2, 12119 PASSES ON S1 AND S3
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0
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Def
lect
ion
(mils
)
AND 5057 PASSES ON NORTH TEST ITEMS
APPENDIX E – TEMPERATURE DATA Appendix E provides various plots of pavement temperature data from thermistors before and during the loading period. Included are plots of daily temperature variation at various depths in the pavement structure, for selected dates, as well as temperature differences between vertical locations within the pavement structure.
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16.074.0 74.5 75.0 75.5 76.0 76.5 77.0 77.5 78.0 78.5 79.0 79.5
Temperature, oF
Dep
th fr
om S
urfa
ce, i
nche
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E1. HOURLY TEMPERATURE PROFILES ON 7/14/2006 - TEST ITEM S1
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16.073.5 74.0 74.5 75.0 75.5 76.0 76.5 77.0 77.5 78.0 78.5 79.0 79.5
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Dep
th fr
om S
urfa
ce, i
nche
s
0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E2. HOURLY TEMPERATURE PROFILES ON 7/14/2006 - TEST ITEM S2
E-1
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18.073.5 74.0 74.5 75.0 75.5 76.0 76.5 77.0 77.5 78.0 78.5 79.0 79.5 80.0
Temperature, oF
Dep
th fr
om S
urfa
ce, i
nche
s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E3. HOURLY TEMPERATURE PROFILES ON 7/14/2006 - TEST ITEM S3
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16.074.5 75.0 75.5 76.0 76.5 77.0 77.5 78.0 78.5 79.0
Temperature, oF
Dep
th fr
om S
urfa
ce, i
nche
s .
0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E4. HOURLY TEMPERATURE PROFILES ON 7/25/2006 - TEST ITEM S1
E-2
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16.074.0 75.0 76.0 77.0 78.0 79.0
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th fr
om S
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E5. HOURLY TEMPERATURE PROFILES ON 7/25/2006 - TEST ITEM S2
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18.073.0 74.0 75.0 76.0 77.0 78.0 79.0
Temperature, oF
Dep
th fr
om S
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ce, i
nche
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E6. HOURLY TEMPERATURE PROFILES ON 7/25/2006 - TEST ITEM S3
E-3
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16.076.5 77.0 77.5 78.0 78.5 79.0 79.5
Temperature, oF
Dep
th fr
om S
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ce, i
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E7. HOURLY TEMPERATURE PROFILES ON 8/15/2006 - TEST ITEM S1
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16.076.0 76.5 77.0 77.5 78.0 78.5 79.0 79.5
Temperature, oF
Dep
th fr
om S
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ce, i
nche
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E8. HOURLY TEMPERATURE PROFILES ON 8/15/2006 - TEST ITEM S2
E-4
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18.075.5 76.0 76.5 77.0 77.5 78.0 78.5 79.0 79.5
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Dep
th fr
om S
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ce, i
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E9. HOURLY TEMPERATURE PROFILES ON 8/15/2006 - TEST ITEM S3
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16.073.0 73.5 74.0 74.5 75.0 75.5
Temperature, oF
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th fr
om S
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ce, i
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E10. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S1
E-5
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16.072.5 73.0 73.5 74.0 74.5 75.0 75.5
Temperature, oF
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th fr
om S
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E11. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S2
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18.072.0 72.5 73.0 73.5 74.0 74.5 75.0
Temperature, oF
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th fr
om S
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E12. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S3
E-6
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16.070.5 71.0 71.5 72.0 72.5 73.0 73.5 74.0 74.5 75.0
Temperature, oF
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th fr
om S
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E13. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S1
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Temperature, oF
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th fr
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E14. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S2
E-7
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18.069.0 70.0 71.0 72.0 73.0 74.0 75.0
Temperature, oF
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th fr
om S
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E15. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S3
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16.069.0 70.0 71.0 72.0 73.0 74.0 75.0
Temperature, oF
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th fr
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E16. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S1
E-8
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Temperature, oF
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th fr
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E17. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S2
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18.068.0 69.0 70.0 71.0 72.0 73.0 74.0 75.0
Temperature, oF
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th fr
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E18. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S3
E-9
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th fr
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E19. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S1
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Temperature, oF
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th fr
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E20. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S2
E-10
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18.059.0 60.0 61.0 62.0 63.0 64.0 65.0
Temperature, oF
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th fr
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s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E21. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S3
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16.055.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0
Temperature, oF
Dep
th fr
om S
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0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E22. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S1
E-11
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16.059.2 59.4 59.6 59.8 60.0 60.2 60.4 60.6 60.8
Temperature, oF
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th fr
om S
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ce, i
nche
s .0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E23. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S2
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18.059.8 60.0 60.2 60.4 60.6 60.8
Temperature, oF
Dep
th fr
om S
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ce, i
nche
s .
0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
FIGURE E24. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S3
E-12
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6/24
/200
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2006
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2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E25. TEMPERATURE OF SLABS AT 5:00 A.M. – TEST ITEM S1
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
S2_OL_Top S2_OL_Middle S2_OL_Bottom S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E26. TEMPERATURE OF SLABS AT 5:00 A.M. – TEST ITEM S2
E-13
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E27. TEMPERATURE OF SLABS AT 5:00 A.M. – TEST ITEM S3
-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.02.04.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_UL_Bottom
FIGURE E28. TEMPERATURE DIFFERENCE BETWEEN TOP OF OVERLAY SLAB AND
BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S1
E-14
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_UL_Bottom
FIGURE E29. TEMPERATURE DIFFERENCE BETWEEN TOP OF OVERLAY SLAB AND BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S2
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_UL_Bottom
FIGURE E30. TEMPERATURE DIFFERENCE BETWEEN TOP OF OVERLAY SLAB AND BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S3
E-15
-14.0-12.0-10.0-8.0-6.0-4.0-2.00.02.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom
FIGURE E31. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF
OVERLAY SLAB AT 5:00 A.M. – TEST ITEM S1
-4.0-3.0-2.0-1.00.01.02.03.04.05.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom
FIGURE E32. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF OVERLAY SLAB AT 5:00 A.M. – TEST ITEM S2
E-16
-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.5
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom
FIGURE E33. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF OVERLAY SLAB AT 5:00 A.M. – TEST ITEM S3
-2.5-2.0-1.5-1.0-0.50.00.51.01.5
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom
FIGURE E34. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S1
E-17
-2.5-2.0-1.5-1.0-0.50.00.51.01.5
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom
FIGURE E35. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S2
-2.5-2.0-1.5-1.0-0.50.00.51.01.52.0
6/24
/200
6
7/8/
2006
7/22
/200
6
8/5/
2006
8/19
/200
6
9/2/
2006
9/16
/200
6
9/30
/200
6
10/1
4/20
06
10/2
8/20
06
11/1
1/20
06
11/2
5/20
06
Days
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom
FIGURE E36. TEMPERATURE DIFFERENCE BETWEEN TOP AND BOTTOM OF UNDERLAY SLAB AT 5:00 A.M. – TEST ITEM S3
E-18
74.0
75.0
76.0
77.0
78.0
79.0
80.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E37. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/14/06 – TEST ITEM S1
73.0
74.0
75.0
76.0
77.0
78.0
79.0
80.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E38. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/14/06 – TEST ITEM S2
E-19
73.0
74.0
75.0
76.0
77.0
78.0
79.0
80.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E39. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/14/06 – TEST ITEM S3
74.5
75.0
75.5
76.0
76.5
77.0
77.5
78.0
78.5
79.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 25, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E40. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/25/06 – TEST ITEM S1
E-20
74.074.575.075.576.076.577.077.578.078.579.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day, July 25, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E41. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/25/06 – TEST ITEM S2
73.0
74.0
75.0
76.0
77.0
78.0
79.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 25, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E42. DIURNAL VARIATION OF SLAB TEMPERATURES ON 7/25/06 – TEST ITEM S3
E-21
76.5
77.0
77.5
78.0
78.5
79.0
79.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E43. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/15/06 - TEST ITEM S1
76.0
76.5
77.0
77.5
78.0
78.5
79.0
79.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_OL_Bottom S2_UL_TopS2_UL_Middle S2_UL_Bottom
FIGURE E44. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/15/06 - TEST
ITEM S2
E-22
75.5
76.0
76.5
77.0
77.5
78.0
78.5
79.0
79.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E45. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/15/06 – TEST ITEM S3
73.0
73.5
74.0
74.5
75.0
75.5
76.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day of August 31, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E46. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/31/06 – TEST ITEM S1
E-23
72.5
73.0
73.5
74.0
74.5
75.0
75.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 31, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_OL_Bottom S2_UL_TopS2_UL_Middle S2_UL_Bottom
FIGURE E47. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/31/06, 2006 –
TEST ITEM S2
72.0
72.5
73.0
73.5
74.0
74.5
75.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 31, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E48. DIURNAL VARIATION OF SLAB TEMPERATURES ON 8/31/06 – TEST ITEM S3
E-24
70.5
71.0
71.5
72.0
72.5
73.0
73.5
74.0
74.5
75.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E49. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/10/06– TEST ITEM S1
70.070.571.071.572.072.573.073.574.074.575.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
, o F
S2_OL_Top S2_OL_Middle S2_OL_Bottom S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E50. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/10/06– TEST ITEM S2
E-25
69.0
70.0
71.0
72.0
73.0
74.0
75.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_TopS3_UL_Middle S3_UL_Bottom
FIGURE E51. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/10/06 – TEST
ITEM S3
69.570.070.571.071.572.072.573.073.574.074.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E52. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/26/06 – TEST ITEM S1
E-26
69.0
70.0
71.0
72.0
73.0
74.0
75.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E53. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/26/06, 2006 – TEST ITEM S2
68.0
69.0
70.0
71.0
72.0
73.0
74.0
75.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E54. DIURNAL VARIATION OF SLAB TEMPERATURES ON 9/26/06 – TEST ITEM S3
E-27
54.0
56.0
58.0
60.0
62.0
64.0
66.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E55. DIURNAL VARIATION OF SLAB TEMPERATURES ON 10/21/06 – TEST ITEM S1
60.060.561.061.562.062.563.063.564.064.565.065.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_OL_Bottom S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E56. DIURNAL VARIATION OF SLAB TEMPERATURES ON 10/21/06 – TEST
ITEM S2
E-28
59.0
60.0
61.0
62.0
63.0
64.0
65.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E57. DIURNAL VARIATION OF SLAB TEMPERATURES ON 10/21/06 – TEST
ITEM S3
55.0
56.0
57.0
58.0
59.0
60.0
61.0
62.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
,o F
S1_OL_Top S1_OL_Middle S1_OL_Bottom S1_UL_Top S1_UL_Middle S1_UL_Bottom
FIGURE E58. DIURNAL VARIATION OF SLAB TEMPERATURES ON 11/12/06 – TEST ITEM S1
E-29
59.2
59.4
59.6
59.8
60.0
60.2
60.4
60.6
60.8
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
,o F
S2_OL_Top S2_OL_Middle S2_UL_Top S2_UL_Middle S2_UL_Bottom
FIGURE E59. DIURNAL VARIATION OF SLAB TEMPERATURES ON 11/12/06 – TEST ITEM S2
59.859.960.060.160.260.360.460.560.660.760.8
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
,o F
S3_OL_Top S3_OL_Middle S3_OL_Bottom S3_UL_Top S3_UL_Middle S3_UL_Bottom
FIGURE E60. DIURNAL VARIATION OF SLAB TEMPERATURES ON 11/12/06 – TEST ITEM S3
E-30
-1.0
0.0
1.0
2.0
3.0
4.0
5.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14,2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E61. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/14/06 -
TEST ITEM S1
0.0
0.5
1.01.5
2.0
2.5
3.0
3.54.0
4.5
5.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14, 2006
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E62. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/14/06 -TEST ITEM S2
E-31
-1.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 14, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E63. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/14/06 -
TEST ITEM S3
-1.0-0.50.00.51.01.52.02.53.03.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 25, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E64. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/25/06 -
TEST ITEM S1
E-32
-1.5-1.0-0.50.00.51.01.52.02.53.03.54.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 25, 2006
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E65. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/25/06 -TEST ITEM S2
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on July 25, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E66. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 07/25/06 -
TEST ITEM S3
E-33
-0.5
0.0
0.5
1.0
1.5
2.0
2.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E67. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/15/06 -
TEST ITEM S1
-0.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E68. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/15/06-TEST ITEM S2
E-34
-1.0
-0.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 15, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E69. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/15/06 -TEST ITEM S3
-2.0
-1.5
-1.0
-0.5
0.0
0.5
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 31, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E70. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/31/06 -
TEST ITEM S1
E-35
-2.5
-2.0
-1.5
-1.0
-0.5
0.0
0.5
1.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 31, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E71. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/31/06-
TEST ITEM S2
-2.5
-2.0
-1.5
-1.0
-0.5
0.0
0.5
1.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on August 31, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E72. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 08/31/06 -TEST ITEM S3
E-36
-2.0-1.5-1.0-0.50.00.51.01.52.02.53.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E73. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/10/06 -
TEST ITEM S1
-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E74. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/10/06 -
TEST ITEM S2
E-37
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 10, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E75. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/10/06 -TEST ITEM S3
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E76. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/26/06 -
TEST ITEM S1
E-38
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
5.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E77. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/26/06 -
TEST ITEM S2
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on September 26, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E78. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 09/26/06 -TEST ITEM S3
E-39
-10.0-9.0-8.0-7.0-6.0-5.0-4.0-3.0-2.0-1.00.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_BottomTemp_OL_Top-Temp_UL_Bottom
FIGURE E79. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 10/21/06 -
TEST ITEM S1
-5.0
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E80. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 10/21/06 -TEST ITEM S2
E-40
-5.0
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on October 21, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E81. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 10/21/06 -TEST ITEM S3
-5.0
-4.5
-4.0-3.5
-3.0
-2.5
-2.0
-1.5-1.0
-0.5
0.0
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E82. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 11/12/06 -TEST ITEM S1
E-41
E-42
-0.1
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
, o F
Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E83. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 11/12/06 -TEST ITEM S2
-0.1
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0:00
1:30
3:00
4:30
6:00
7:30
9:00
10:3
0
12:0
0
13:3
0
15:0
0
16:3
0
18:0
0
19:3
0
21:0
0
22:3
0
0:00
Time of the Day on November 12, 2006
Tem
pera
ture
, o F
Temp_OL_Top-Temp_OL_Bottom Temp_UL_Top-Temp_UL_Bottom Temp_OL_Top-Temp_UL_Bottom
FIGURE E84. DIURNAL VARIATIONS OF TEMPERATURE DIFFERENCE ON 11/12/06 -TEST ITEM S3
APPENDIX F – LOAD INFORMATION Appendix F contains example plots of typical wheel load control data. Further information about load control and loading characteristics is available from the FAA NAPTF. Cold tire inflation pressure was affected by the ambient air temperature. It was maintained near the target of 233 psi, by adding nitrogen when the pressure fell below 220 psi. The speed was logged and any adjustments made by the operator. Similar load control data for the CC2 experiment is available in the NAPTF database. http://www.airporttech.tc.faa.gov/NAPTF/database%20intro.asp
49000
49500
50000
50500
51000
51500
52000
0:03
0:13
0:23
0:33
0:43
0:53
1:03
1:13
1:23
1:33
1:43
1:53
2:03
2:13
2:23
Time
Whe
el L
oad
(lbs)
North: Module 1North: Module 2North: Module 3South: Module 1South: Module 2
FIGURE F1. EXAMPLE OF WHEEL LOAD BY MODULE, 9/20/2006
49950
50000
50050
50100
50150
50200
50250
50300
50350
0:00 2:24 4:48 7:12 9:36 12:00 14:24
Time
Whe
el L
oad
(lbs)
FIGURE F2. TYPICAL VARIATION OF WHEEL LOAD, ILLUSTRATED BY DATA
FROM 9/20/2006.
F-1
APPENDIX G – LPT MEASUREMENT PLOTS Appendix G contains plots of Linear Position Transducer (LPT) data. It includes plots showing movement at various loaded and unloaded slab locations before and during the loading period.
-700.0-600.0-500.0-400.0-300.0-200.0-100.0
0.0100.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N1-1
FIGURE G1. OVERALL MOVEMENT OF LPT-U-N1-1 (SLAB 1N-8U, LOADED EDGE)
-350.0-300.0-250.0-200.0-150.0-100.0-50.0
0.050.0
100.0150.0200.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N1-2
FIGURE G2. OVERALL MOVEMENT OF LPT-U-N1-2 (SLAB 1N-10U,
LOADED MIDSLAB)
G-1
0.0
20.0
40.0
60.0
80.0
100.0
120.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-U-N1-3
FIGURE G3. OVERALL MOVEMENT OF LPT-U-N1-3 (SLAB 1N-11U, LOADED EDGE)
-30.0
-25.0
-20.0
-15.0
-10.0
-5.0
0.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-U-S1-1
G4. OVERALL MOVEMENT OF LPT-U-S1-1 (SLAB 1S-8U, LOADED FIGURE EDGE)
G-2
-1000.0-900.0-800.0-700.0-600.0-500.0-400.0-300.0-200.0-100.0
0.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-U-S1-2
FIGURE G5. OVERALL MOVEMENT OF LPT-U-S1-2 (SLAB 1S-10U,
LOADED MIDSLAB)
-45.0-40.0-35.0-30.0-25.0-20.0-15.0-10.0-5.00.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S1-3
. OVERALL MOVEMENT OF LPT-U-S1-3 (SLAB 1S-11U, LOADED EDGE) FIGURE G6
G-3
-45.0-40.0-35.0-30.0-25.0-20.0-15.0-10.0
-5.00.0
3/ 3/15
/
3/29
/
4/12
/
4/26
/
5/10
/
5/24
/
6/ 6/21
/
7/ 7/19
/
8/ 8/16
/
8/30
/
9/13
/
9/27
/
10/1
1/
10/2
51/20
06
2006
2006
2006
2006
2006
2006
7/20
06
2006
5/20
06
2006
2/20
06
2006
2006
2006
2006
2006
/200
6
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-U-N2-1
FIGURE G7. OVERALL MOVEMENT OF LPT-U-N2-1 (SLAB 2N-8U, LOADED EDGE)
-30.0
-25.0
-20.0
-15.0
-10.0
-5.0
0.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N2-2
FIGURE G8. OVERALL MOVEMENT OF LPT-U-N2-2 (SLAB 2N-9U, LOADED EDGE)
G-4
-40.0-35.0-30.0-25.0-20.0-15.0-10.0
-5.00.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N2-3
MIDSLAB) FIGURE G9. OVERALL MOVEMENT OF LPT-U-N2-3 (SLAB 2N-11U, LOADED
-40.0-35.0-30.0-25.0-20.0-15.0-10.0
-5.00.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N2-4
FIGURE G10. OVERALL MOVEMENT OF LPT-U-N2-4 (SLAB 2N-12U, LOADED EDGE)
G-5
-60.0-50.0-40.0-30.0-20.0-10.0
0.010.020.030.040.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S2-1
FIGURE G11. OVERALL MOVEMENT OF LPT-U-S2-1 (SLAB 2S-8U, LOADED EDGE)
0.0
100.0
200.0
300.0
400.0
500.0
600.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S2-2
FIGURE G12. OVERALL MOVEMENT OF LPT-U-S2-2 (SLAB 2S-9U, LOADED EDGE)
G-6
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S2-3
FIGURE G13. OVERALL MOVEMENT OF LPT-U-S2-3 (SLAB 2S-11U,
LOADED MIDSLAB)
-35.0
-30.0
-25.0
-20.0
-15.0
-10.0
-5.0
0.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S2-4
FIGURE G14. OVERALL MOVEMENT OF LPT-U-S2-4 (SLAB 2S-12U, LOADED EDGE)
G-7
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
10.0
20.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-U-N3-1
FIGURE G15. OVERALL MOVEMENT OF LPT-U-N3-1 (SLAB 3N-8U, LOADED EDGE)
-350.0-300.0-250.0-200.0-150.0-100.0
-50.00.0
50.0100.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-U-N3-2
FIGURE G16. OVERALL MOVEMENT OF LPT-U-N3-2 (SLAB 3N-10U, LOADED EDGE)
G-8
-5.00.05.0
10.015.020.025.030.035.040.045.050.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-N3-3
FIGURE G17. OVERALL MOVEMENT OF LPT-U-N3-3 (SLAB 3N-11U, LOADED EDGE)
-35.0-30.0-25.0-20.0-15.0-10.0
-5.00.05.0
10.015.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S3-1
FIGURE G18. OVERALL MOVEMENT OF LPT-U-S3-1 (SLAB 3S-8U, LOADED EDGE)
G-9
-15.0
-10.0
-5.0
0.0
5.0
10.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S3-2
FIGURE G19. OVERALL MOVEMENT OF LPT-U-S3-2 (SLAB 3S-10U, LOADED EDGE)
-2.00.02.04.06.08.0
10.012.014.016.018.0
3/1/
2006
3/15
/200
6
3/29
/200
6
4/12
/200
6
4/26
/200
6
5/10
/200
6
5/24
/200
6
6/7/
2006
6/21
/200
6
7/5/
2006
7/19
/200
6
8/2/
2006
8/16
/200
6
8/30
/200
6
9/13
/200
6
9/27
/200
6
10/1
1/20
06
10/2
5/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-U-S3-3
FIGURE G20. OVERALL MOVEMENT OF LPT-U-S3-3 (SLAB 3S-11U, LOADED EDGE)
G-10
-350.0
-300.0
-250.0
-200.0
-150.0
-100.0
-50.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-1
FIGURE G21. OVERALL MOVEMENT OF LPT-O-N1-1 (SLAB 1N-8, OUTER EDGE)
-350.0-300.0-250.0-200.0-150.0-100.0-50.0
0.050.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-2
FIGURE G22. OVERALL MOVEMENT OF LPT-O-N1-2 (SLAB 1N-10, OUTER EDGE)
G-11
-120.0
-100.0
-80.0
-60.0
-40.0
-20.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-O-N1-3
FIGURE G23. OVERALL MOVEMENT OF LPT-O-N1-3 (SLAB 1N-1, LOADED CORNER)
-40.0-20.0
0.020.040.060.080.0
100.0120.0140.0160.0
3/ 4/ 4/ 5/ 5/ 6/ 6/ 7/ 7/ 8/ 8/ 8/ 9/ 9/ 10/
10/30
/200
6
13/2
006
27/2
006
11/2
006
25/2
006
8/20
06
22/2
006
6/20
06
20/2
006
3/20
06
17/2
006
31/2
006
14/2
006
28/2
006
12/2
006
26/2
006
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-4
FIGURE G24. OVERALL MOVEMENT OF LPT-O-N1-4 (SLAB 1N-2, LOADED CORNER)
G-12
-20.0
0.0
20.0
40.0
60.0
80.0
100.0
120.0
140.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-5
FIGURE G25. OVERALL MOVEMENT OF LPT-O-N1-5 (SLAB 1N-2, LOADED CORNER)
-400.0
-300.0
-200.0
-100.0
0.0
100.0
200.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-6
FIGURE G26. OVERALL MOVEMENT OF LPT-O-N1-6 (SLAB 1N-4, LOADED CORNER)
G-13
-600.0
-400.0
-200.0
0.0
200.0
400.0
600.0
800.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-O-N1-7
FIGURE G27. OVERALL MOVEMENT OF LPT-O-N1-7 (SLAB 1N-4, LOADED CORNER)
-200.0-100.0
0.0100.0200.0300.0400.0500.0600.0700.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-8
FIGURE G28. OVERALL MOVEMENT OF LPT-O-N1-8 (SLAB 1N-5, LOADED CORNER)
G-14
-450.0-400.0-350.0-300.0-250.0-200.0-150.0-100.0
-50.00.0
50.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-9
FIGURE G29. OVERALL MOVEMENT OF LPT-O-N1-9 (SLAB 1N-2, LOADED MIDSLAB)
-10.0
0.0
10.0
20.0
30.0
40.0
50.0
60.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-10
FIGURE G30. OVERALL MOVEMENT OF LPT-O-N1-10 (SLAB 1N-4,
LOADED MIDSLAB)
G-15
-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.010.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-11
FIGURE G31. OVERALL MOVEMENT OF LPT-O-N1-11 (SLAB 1N-2,
UNLOADED CORNER)
-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.010.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-12
FIGURE G32. OVERAL -O-N1-12 (SLAB 1N-2,
UNLOADED CORNER) L MOVEMENT OF LPT
G-16
-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.010.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-13
FIGURE G33. OVERALL MOVEMENT OF LPT-O-N1-13 (SLAB 1N-4,
UNLOADED CORNER)
0.00.00.00.00.00.00.00.00.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N1-14
FIGURE G34. OVERALL MOVEMENT OF LPT-O-N1-14 (SLAB 1N-4,
UNLOADED CORNER)
G-17
-70.0
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S1-1
FIGURE F35. OVERALL MOVEMENT OF LPT-O-S1-1 (SLAB 1S-2,
UNLOADED CORNER)
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S1-2
FIGURE G36. OVERA -O-S1-2 (SLAB 1S-4, LL MOVEMENT OF LPT
UNLOADED CORNER)
G-18
-350.0-300.0-250.0-200.0-150.0-100.0-50.0
0.050.0
100.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S1-3
FIGURE G IDSLAB) 37. OVERALL MOVEM LAB 1S-2, LOADED MENT OF LPT-O-S1-3 (S
-15.0-10.0-5.00.05.0
10.015.020.025.030.035.040.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S1-4
FIGURE G38. OVERALL MOVEMENT OF LPT-O-S1-4 (SLAB 1S-4, LOADED MIDSLAB)
G-19
-40.0
-20.0
0.0
20.0
40.0
60.0
80.0
100.0
120.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-O-S1-5
FIGURE G39. OVERALL MOVEMENT OF LPT-O-S1-5 (SLAB 1S-2, LOADED CORNER)
-120.0-100.0-80.0-60.0-40.0-20.0
0.020.040.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S1-6
FIGURE G40. OVERALL MOVEMENT OF LPT-O-S1-6 (SLAB 1S-4, LOADED CORNER)
G-20
-120.0
-100.0
-80.0
-60.0
-40.0
-20.0
0.0
20.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-1
FIGURE G41. OVERALL MOVEMENT OF LPT-O-N2-1 (SLAB 2N-8, OUTER EDGE)
-120.0
-100.0
-80.0
-60.0
-40.0
-20.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-2
FIGURE G42. OVERALL MOVEMENT OF LPT-O-N2-2 (SLAB 2N-9, OUTER EDGE)
G-21
-180.0-160.0-140.0-120.0-100.0-80.0-60.0-40.0-20.0
0.020.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-3
FIGURE G43. OVERALL MOVEMENT OF LPT-O-N2-3 (SLAB 2N-11, OUTER EDGE)
-30.0-20.0-10.0
0.010.020.030.040.050.060.070.080.0
3/ 4/ 4/ 5/ 5/ 6/ 7/ 8/ 8/ 9/ 9/ 10/
10/
Days
30/2
006
13/2
006
27/2
006
11/2
006
25/2
006
6/8/
2006
22/2
006
7/6/
2006
20/2
006
8/3/
2006
17/2
006
31/2
006
14/2
006
28/2
006
12/2
006
26/2
006
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-4
FIGURE G44. OVERALL MOVEMENT OF LPT-O-N2-4 (SLAB 2N-1, LOADED CORNER)
G-22
-50.0
0.0
50.0
100.0
150.0
200.0
250.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-5
FIGURE G45. OVERALL MOVEMENT OF LPT-O-N2-5 (SLAB 2N-2, LOADED CORNER)
-10.00.0
10.020.030.040.050.060.070.080.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-6
FIGURE G46. OVERALL MOVEMENT OF LPT-O-N2-6 (SLAB 2N-2, LOADED CORNER)
G-23
-20.0-10.0
0.010.020.030.040.050.060.070.080.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-7
FIGURE G47. OVERALL MOVEMENT OF LPT-O-N2-7 (SLAB 2N-3, LOADED CORNER)
-20.0-10.0
0.010.020.030.040.050.060.070.080.090.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-O-N2-8
FIGURE G48. OVERALL MOVEMENT OF LPT-O-N2-8 (SLAB 2N-4, LOADED CORNER)
G-24
-10.00.0
10.020.030.040.050.060.070.080.090.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-9
FIGURE G49. OVERALL MOVEMENT OF LPT-O-N2-9 (SLAB 2N-5, LOADED CORNER)
-50.0-40.0-30.0-20.0-10.0
0.010.020.030.040.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-10
FIGURE G50. OVERALL MOVEMENT OF LPT-O-N2-10 (SLAB 2N-5, LOADED CORNER)
G-25
-10.0
0.0
10.0
20.0
30.0
40.0
50.0
60.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-11
FIGURE G51. OVERALL MOVEMENT OF LPT-O-N2-11 (SLAB 2N-2,
LOADED MIDSLAB)
-10.0
0.0
10.0
20.0
30.0
40.0
50.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-O-N2-12
FIGURE G52. OVERALL MOVEMENT OF LPT-O-N2-12 (SLAB 2N-5,
LOADED MIDSLAB)
G-26
-90.0-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-13
FIGURE G53. OVERALL MOVEMENT OF LPT-O-N2-13 (SLAB 2N-2,
UNLOADED CORNER)
-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-14
FIGURE G54. OVERALL MOVEMENT OF LPT-O-N2-14 (SLAB 2N-2,
UNLOADED CORNER)
G-27
-80.0
-70.0
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-15
FIGURE G55. OVERAL O-N2-15 (SLAB 2N-3,
UNLOADE R)
L MOVEMENT OF LPT-D CORNE
-70.0
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-16
FIGURE G56. OVERAL O-N2-16 (SLAB 2N-5,
UNLOADED CORNER) L MOVEMENT OF LPT-
G-28
-100.0
-80.0
-60.0
-40.0
-20.0
0.0
20.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N2-17
FIGURE G57. OVERALL MOVEMENT OF LPT-O-N2-17 (SLAB 2N-5,
UNLOADED CORNER)
-100.0-90.0-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-1
FIGURE G58. OVERALL MOVEMENT OF LPT-O-S2-1 (SLAB 2S-2,
UNLOADED CORNER)
G-29
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
10.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-2
FIGURE G59. OVERA -O-S2-2 (SLAB 2S-3,
UNLOADE R)
LL MOVEMENT OF LPTD CORNE
-70.0
-60.0
-50.0
-40.0
-30.0
-20.0
-10.0
0.0
10.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-3
FIGURE G60. OVERALL MOVEMENT OF LPT-O-S2-3 (SLAB 2S-5,
UNLOADED CORNER)
G-30
-5.00.05.0
10.015.020.025.030.035.040.045.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-4
FIGURE G61. OVERALL MOVEMENT OF LPT-O-S2-4 (SLAB 2S-2, LOADED MIDSLAB)
-450.0
-350.0
-250.0
-150.0
-50.0
50.0
150.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-5
FIGURE G62. OVERALL MOVEMENT OF LPT-O-S2-5 (SLAB 2S-5, LOADED MIDSLAB)
G-31
-50.0-30.0-10.010.030.050.070.090.0
110.0130.0150.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-6
FIGURE G63. OVERALL MOVEMENT OF LPT-O-S2-6 (SLAB 2S-2, LOADED CORNER)
-30.0-10.010.030.050.070.090.0
110.0130.0150.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-7
FIGURE G64. OVERALL MOVEMENT OF LPT-O-S2-7 (SLAB 2S-3, LOADED CORNER)
G-32
-100.0
-50.0
0.0
50.0
100.0
150.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S2-8
FIGURE G65. OVERALL MOVEMENT OF LPT-O-S2-8 (SLAB 2S-5, LOADED CORNER)
-180.0-160.0-140.0-120.0-100.0
-80.0-60.0-40.0-20.0
0.020.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-1
FIGURE G66. OVERALL MOVEMENT OF LPT-O-N3-1 (SLAB 3N-8, OUTER EDGE)
G-33
-0.2-0.10.00.10.20.30.40.50.60.70.8
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-2
FIGURE G67. OVERALL MOVEMENT OF LPT-O-N3-2 (SLAB 3N-10, OUTER EDGE)
0.010.020.030.040.050.060.070.080.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-3
FIGURE G68. OVERALL MOVEMENT OF LPT-O-N3-3 (SLAB 3N-1, LOADED CORNER)
G-34
0.010.020.030.040.050.060.070.080.090.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-4
FI ) GURE G69. OVERALL MOVEMENT OF LPT-O-N3-4 (SLAB 3N-2, LOADED CORNER
0.0
20.0
40.0
60.0
80.0
100.0
120.0
140.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-5
FIGURE G70. OVERALL MOVEMENT OF LPT-O-N3-5 (SLAB 3N-2, LOADED CORNER)
G-35
0.020.040.060.080.0
100.0120.0140.0160.0180.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-6
FIGURE G71. OVERALL MOVEMENT OF LPT-O-N3-6 (SLAB 3N-4, LOADED CORNER)
0.020.040.060.080.0
100.0120.0140.0160.0180.0200.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-7
FIGURE G72. OVERALL MOVEMENT OF LPT-O-N3-7 (SLAB 3N-4, LOADED CORNER)
G-36
-20.00.0
20.040.060.080.0
100.0120.0140.0160.0180.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-8
FIGURE G73. OVERALL MOVEMENT OF LPT-O-N3-8 (SLAB 3N-5, LOADED CORNER)
0.010.020.030.040.050.060.070.080.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-9
FIGURE G74. OVERALL MOVEMENT OF LPT-O-N3-9 (SLAB 3N-2, LOADED MIDSLAB)
G-37
-50.0
0.0
50.0
100.0
150.0
200.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-10
FIGURE G75. OVERALL MOVEMENT OF LPT-O-N3-10 (SLAB 3N-4,
LOADED MIDSLAB)
-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.010.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-11
FIGURE G76. OVERALL MOVEM NT OF LPT-O-N3-11 (SLAB 3N-2,
UNLOADED CORNER)
E
G-38
-30.0
-20.0
-10.0
0.0
10.0
20.0
30.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils LPT-O-N3-12
FIGURE G77. OVERALL MOVEMENT OF LPT-O-N3-12 (SLAB 3N-2,
U
NLOADED CORNER)
-1600.0-1400.0-1200.0-1000.0-800.0-600.0-400.0-200.0
0.0200.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-13
FIGURE G78. OVERAL O-N3-13 (SLAB 3N-4,
UNLOADED CORNER)
L MOVEMENT OF LPT-
G-39
0.05.0
10.015.020.025.030.035.040.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-N3-14
FIGURE G79. OVERALL MOVEMENT OF LPT-O-N3-14 (SLAB 3N-4,
UNLOADED CORNER)
-90.0-80.0-70.0-60.0-50.0-40.0-30.0-20.0-10.0
0.010.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S3-1
FIGURE G80. OVERALL MOVEMENT OF LPT-O-S3-1 (SLAB 3S-2,
UNLOADED CORNER)
G-40
-450.0-400.0-350.0-300.0-250.0-200.0-150.0-100.0-50.0
0.050.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S3-2
FIGURE G81. OVERALL MOVEMENT OF LPT-O-S3-2 (SLAB 3S-4,
UNLOADED CORNER)
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
3/30
/
4/13
/
4/27
/
5/11
/
5/25
/
6/8/
6/22
/
7/6/
7/20
/
8/3/
8/17
/
8/31
/
9/14
/
9/28
/
10/1
2/
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
2006
10/2
6/20
06
Rel
ativ
e M
ovem
ent,
mils
Days
LPT-O-S3-3
FIGURE G82. OVERALL MOVEMENT OF LPT-O-S3-3 (SLAB 3S-2, LOADED MIDSLAB)
G-41
0.0
20.0
40.0
60.0
80.0
100.0
120.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S3-4
FIGURE G83. OVERALL MOVE AB 3S-4, LOADED MIDSLAB) MENT OF LPT-O-S3-4 (SL
-20.0
0.0
20.0
40.0
60.0
80.0
100.0
120.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S3-5
FIGURE G84. OVERALL MOVEMENT OF LPT-O-S3-5 (SLAB 3S-2, LOADED CORNER)
G-42
G-43
-20.00.0
20.040.060.080.0
100.0120.0140.0160.0
3/30
/200
6
4/13
/200
6
4/27
/200
6
5/11
/200
6
5/25
/200
6
6/8/
2006
6/22
/200
6
7/6/
2006
7/20
/200
6
8/3/
2006
8/17
/200
6
8/31
/200
6
9/14
/200
6
9/28
/200
6
10/1
2/20
06
10/2
6/20
06
Days
Rel
ativ
e M
ovem
ent,
mils
LPT-O-S3-6
FIGURE G85. OVERALL MOVEMENT OF LPT-O-S3-6 (SLAB 3S-4, LOADED CORNER)
APPENDIX H – SUMMARY PLOTS OF PEAK STRAIN GAGE RESPONSES Appendix H contains peak gage response information from embedded strain gages. The plots include strain gages at various positions in the experimental pavement, for various test items. Data for overlay and underlying slab responses are presented in pairs.
-140
-100
-60
-20
20
60
100
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N1-1 B
T-3, O-N1-1 B
T-2, O-N1-1 B
T-1, O-N1-1 B
T 0, O-N1-1 B
T 1, O-N1-1 B
T 2, O-N1-1 B
T 3, O-N1-1 B
T 4, O-N1-1 B
T-4, O-N1-1 T
T-3, O-N1-1 T
T-2, O-N1-1 T
T-1, O-N1-1 T
T 0, O-N1-1 T
T 1, O-N1-1 T
T 2, O-N1-1 T
T 3, O-N1-1 T
T 4, O-N1-1 T
FIGURE H1. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
OVERLAY STRAIN GAGES 1
-80
-60
-40
-20
0
20
40
60
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N1-1 B
T-3, U-N1-1 B
T-2, U-N1-1 B
T-1, U-N1-1 B
T 0, U-N1-1 B
T 1, U-N1-1 B
T 2, U-N1-1 B
T 3, U-N1-1 B
T 4, U-N1-1 B
T-4, U-N1-1 T
T-3, U-N1-1 T
T-2, U-N1-1 T
T-1, U-N1-1 T
T 0, U-N1-1 T
T 1, U-N1-1 T
T 2, U-N1-1 T
T 3, U-N1-1 T
T 4, U-N1-1 T
FIGURE H2. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
UNDERLAY STRAIN GAGES 1
H-1
-160
-120
-80
-40
0
40
80
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N1-2 B
T-3, O-N1-2 B
T-2, O-N1-2 B
T-1, O-N1-2 B
T 0, O-N1-2 B
T 1, O-N1-2 B
T 2, O-N1-2 B
T 3, O-N1-2 B
T 4, O-N1-2 B
T-4, O-N1-2 T
T-3, O-N1-2 T
T-2, O-N1-2 T
T-1, O-N1-2 T
T 0, O-N1-2 T
T 1, O-N1-2 T
T 2, O-N1-2 T
T 3, O-N1-2 T
T 4, O-N1-2 T
FIGURE H3. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
OVERLAY STRAIN GAGES 2
-60
-40
-20
0
20
40
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N1-2 B
T-3, U-N1-2 B
T-2, U-N1-2 B
T-1, U-N1-2 B
T 0, U-N1-2 B
T 1, U-N1-2 B
T 2, U-N1-2 B
T 3, U-N1-2 B
T 4, U-N1-2 B
T-4, U-N1-2 T
T-3, U-N1-2 T
T-2, U-N1-2 T
T-1, U-N1-2 T
T 0, U-N1-2 T
T 1, U-N1-2 T
T 2, U-N1-2 T
T 3, U-N1-2 T
T 4, U-N1-2 T
FIGURE H4. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
UNDERLAY STRAIN GAGES 2
H-2
-200
0
200
400
600
800
1000
1200
1400
1600
1800
2000
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N1-3 B
T-3, O-N1-3 B
T-2, O-N1-3 B
T-1, O-N1-3 B
T 0, O-N1-3 B
T 1, O-N1-3 B
T 2, O-N1-3 B
T 3, O-N1-3 B
T 4, O-N1-3 B
T-4, O-N1-3 T
T-3, O-N1-3 T
T-2, O-N1-3 T
T-1, O-N1-3 T
T 0, O-N1-3 T
T 1, O-N1-3 T
T 2, O-N1-3 T
T 3, O-N1-3 T
T 4, O-N1-3 T
FIGURE H5. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
OVERLAY STRAIN GAGES 3
-100
-50
0
50
100
150
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N1-3 B
T-3, U-N1-3 B
T-2, U-N1-3 B
T-1, U-N1-3 B
T 0, U-N1-3 B
T 1, U-N1-3 B
T 2, U-N1-3 B
T 3, U-N1-3 B
T 4, U-N1-3 B
T-4, U-N1-3 T
T-3, U-N1-3 T
T-2, U-N1-3 T
T-1, U-N1-3 T
T 0, U-N1-3 T
T 1, U-N1-3 T
T 2, U-N1-3 T
T 3, U-N1-3 T
T 4, U-N1-3 T
FIGURE H6. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N1,
UNDERLAY STRAIN GAGES 3
H-3
-100
-80
-60
-40
-20
0
20
40
60
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N2-1 B
T-3, O-N2-1 B
T-2, O-N2-1 B
T-1, O-N2-1 B
T 0, O-N2-1 B
T 1, O-N2-1 B
T 2, O-N2-1 B
T 3, O-N2-1 B
T 4, O-N2-1 B
T-4, O-N2-1 T
T-3, O-N2-1 T
T-2, O-N2-1 T
T-1, O-N2-1 T
T 0, O-N2-1 T
T 1, O-N2-1 T
T 2, O-N2-1 T
T 3, O-N2-1 T
T 4, O-N2-1 T
FIGURE H7. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
OVERLAY STRAIN GAGES 1
-60
-40
-20
0
20
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N2-1 B
T-3, U-N2-1 B
T-2, U-N2-1 B
T-1, U-N2-1 B
T 0, U-N2-1 B
T 1, U-N2-1 B
T 2, U-N2-1 B
T 3, U-N2-1 B
T 4, U-N2-1 B
T-4, U-N2-1 T
T-3, U-N2-1 T
T-2, U-N2-1 T
T-1, U-N2-1 T
T 0, U-N2-1 T
T 1, U-N2-1 T
T 2, U-N2-1 T
T 3, U-N2-1 T
T 4, U-N2-1 T
FIGURE H8. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
UNDERLAY STRAIN GAGES 1
H-4
0
10
20
30
40
1652 2062 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N2-2 B
T-3, O-N2-2 B
T-2, O-N2-2 B
T-1, O-N2-2 B
T 0, O-N2-2 B
T 1, O-N2-2 B
T 2, O-N2-2 B
T 3, O-N2-2 B
T 4, O-N2-2 B
FIGURE H9. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
OVERLAY STRAIN GAGES 2
-60
-40
-20
0
20
40
60
80
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N2-2 B
T-3, U-N2-2 B
T-2, U-N2-2 B
T-1, U-N2-2 B
T 0, U-N2-2 B
T 1, U-N2-2 B
T 2, U-N2-2 B
T 3, U-N2-2 B
T 4, U-N2-2 B
T-4, U-N2-2 T
T-3, U-N2-2 T
T-2, U-N2-2 T
T-1, U-N2-2 T
T 0, U-N2-2 T
T 1, U-N2-2 T
T 2, U-N2-2 T
T 3, U-N2-2 T
T 4, U-N2-2 T
FIGURE H10. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
UNDERLAY STRAIN GAGES 2
H-5
-50
-40
-30
-20
-10
0
10
1652 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N2-3 T
T-3, O-N2-3 T
T-2, O-N2-3 T
T-1, O-N2-3 T
T 0, O-N2-3 T
T 1, O-N2-3 T
T 2, O-N2-3 T
T 3, O-N2-3 T
T 4, O-N2-3 T
FIGURE H11. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
OVERLAY STRAIN GAGES 3
-60
-40
-20
0
20
40
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N2-3 B
T-3, U-N2-3 B
T-2, U-N2-3 B
T-1, U-N2-3 B
T 0, U-N2-3 B
T 1, U-N2-3 B
T 2, U-N2-3 B
T 3, U-N2-3 B
T 4, U-N2-3 B
T-4, U-N2-3 T
T-3, U-N2-3 T
T-2, U-N2-3 T
T-1, U-N2-3 T
T 0, U-N2-3 T
T 1, U-N2-3 T
T 2, U-N2-3 T
T 3, U-N2-3 T
T 4, U-N2-3 T
FIGURE H12. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
UNDERLAY STRAIN GAGES 3
H-6
-120
-100
-80
-60
-40
-20
0
20
40
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N2-4 B
T-3, U-N2-4 B
T-2, U-N2-4 B
T-1, U-N2-4 B
T 0, U-N2-4 B
T 1, U-N2-4 B
T 2, U-N2-4 B
T 3, U-N2-4 B
T 4, U-N2-4 B
T-4, U-N2-4 T
T-3, U-N2-4 T
T-2, U-N2-4 T
T-1, U-N2-4 T
T 0, U-N2-4 T
T 1, U-N2-4 T
T 2, U-N2-4 T
T 3, U-N2-4 T
T 4, U-N2-4 T
FIGURE H13. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N2,
UNDERLAY STRAIN GAGES 4
-150
-100
-50
0
50
100
150
1652 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N3-1 B
T-3, O-N3-1 B
T-2, O-N3-1 B
T-1, O-N3-1 B
T 0, O-N3-1 B
T 1, O-N3-1 B
T 2, O-N3-1 B
T 3, O-N3-1 B
T 4, O-N3-1 B
T-4, O-N3-1 T
T-3, O-N3-1 T
T-2, O-N3-1 T
T-1, O-N3-1 T
T 0, O-N3-1 T
T 1, O-N3-1 T
T 2, O-N3-1 T
T 3, O-N3-1 T
T 4, O-N3-1 T
FIGURE H14. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N3,
OVERLAY STRAIN GAGES 1
H-7
-60
-40
-20
0
20
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N3-1 B
T-3, U-N3-1 B
T-2, U-N3-1 B
T-1, U-N3-1 B
T 0, U-N3-1 B
T 1, U-N3-1 B
T 2, U-N3-1 B
T 3, U-N3-1 B
T 4, U-N3-1 B
T-4, U-N3-1 T
T-3, U-N3-1 T
T-2, U-N3-1 T
T-1, U-N3-1 T
T 0, U-N3-1 T
T 1, U-N3-1 T
T 2, U-N3-1 T
T 3, U-N3-1 T
T 4, U-N3-1 T
FIGURE H15. SUMMA FOR TEST ITEM N3,
UNDERLAY STRAIN GAGES 1
RY OF PEAK GAGE RESPONSES
-150
-100
-50
0
50
100
150
200
250
300
1652 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N3-2 B
T-3, O-N3-2 B
T-2, O-N3-2 B
T-1, O-N3-2 B
T 0, O-N3-2 B
T 1, O-N3-2 B
T 2, O-N3-2 B
T 3, O-N3-2 B
T 4, O-N3-2 B
T-4, O-N3-2 T
T-3, O-N3-2 T
T-2, O-N3-2 T
T-1, O-N3-2 T
T 0, O-N3-2 T
T 1, O-N3-2 T
T 2, O-N3-2 T
T 3, O-N3-2 T
T 4, O-N3-2 T
FIGURE H16. SUMMAR S FOR TEST ITEM N3,
OVERLAY STRAIN GAGES 2 Y OF PEAK GAGE RESPONSE
H-8
-100
-80
-60
-40
-20
0
20
40
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N3-2 B
T-3, U-N3-2 B
T-2, U-N3-2 B
T-1, U-N3-2 B
T 0, U-N3-2 B
T 1, U-N3-2 B
T 2, U-N3-2 B
T 3, U-N3-2 B
T 4, U-N3-2 B
T-4, U-N3-2 T
T-3, U-N3-2 T
T-2, U-N3-2 T
T-1, U-N3-2 T
T 0, U-N3-2 T
T 1, U-N3-2 T
T 2, U-N3-2 T
T 3, U-N3-2 T
T 4, U-N3-2 T
FIGURE H17. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N3,
UNDERLAY STRAIN GAGES 2
0
50
100
150
200
250
300
1652 2378 2840 3350 3953
Number of Passes
Mic
rost
rain
, E-6
T-4, O-N3-3 B
T-3, O-N3-3 B
T-2, O-N3-3 B
T-1, O-N3-3 B
T 0, O-N3-3 B
T 1, O-N3-3 B
T 2, O-N3-3 B
T 3, O-N3-3 B
T 4, O-N3-3 B
FIGURE H18. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N3,
OVERLAY STRAIN GAGES 3
H-9
-40
-30
-20
-10
0
10
1652 2062 2378 3350 3935
Number of Passes
Mic
rost
rain
, E-6
T-4, U-N3-3 B
T-3, U-N3-3 B
T-2, U-N3-3 B
T-1, U-N3-3 B
T 0, U-N3-3 B
T 1, U-N3-3 B
T 2, U-N3-3 B
T 3, U-N3-3 B
T 4, U-N3-3 B
T-4, U-N3-3 T
T-3, U-N3-3 T
T-2, U-N3-3 T
T-1, U-N3-3 T
T 0, U-N3-3 T
T 1, U-N3-3 T
T 2, U-N3-3 T
T 3, U-N3-3 T
T 4, U-N3-3 T
FIGURE H19. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM N3,
UNDERLAY STRAIN GAGES 3
0
10
20
30
40
50
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S1-1 B
T-3, O-S1-1 B
T-2, O-S1-1 B
T-1, O-S1-1 B
T 0, O-S1-1 B
T 1, O-S1-1 B
T 2, O-S1-1 B
T 3, O-S1-1 B
T 4, O-S1-1 B
FIGURE H20. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
OVERLAY STRAIN GAGES 1
H-10
-80
-60
-40
-20
0
20
40
60
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S1-1 B
T-3, U-S1-1 B
T-2, U-S1-1 B
T-1, U-S1-1 B
T 0, U-S1-1 B
T 1, U-S1-1 B
T 2, U-S1-1 B
T 3, U-S1-1 B
T 4, U-S1-1 B
T-4, U-S1-1 T
T-3, U-S1-1 T
T-2, U-S1-1 T
T-1, U-S1-1 T
T 0, U-S1-1 T
T 1, U-S1-1 T
T 2, U-S1-1 T
T 3, U-S1-1 T
T 4, U-S1-1 T
FIGURE H21. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
UNDERLAY STRAIN GAGES 1
-100
-60
-20
20
60
100
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S1-2 B
T-3, O-S1-2 B
T-2, O-S1-2 B
T-1, O-S1-2 B
T 0, O-S1-2 B
T 1, O-S1-2 B
T 2, O-S1-2 B
T 3, O-S1-2 B
T 4, O-S1-2 B
T-4, O-S1-2 T
T-3, O-S1-2 T
T-2, O-S1-2 T
T-1, O-S1-2 T
T 0, O-S1-2 T
T 1, O-S1-2 T
T 2, O-S1-2 T
T 3, O-S1-2 T
T 4, O-S1-2 T
FIGURE H22. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
OVERLAY STRAINS GAGE 2
H-11
0
5
10
15
20
25
30
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S1-2 B
T-3, U-S1-2 B
T-2, U-S1-2 B
T-1, U-S1-2 B
T 0, U-S1-2 B
T 1, U-S1-2 B
T 2, U-S1-2 B
T 3, U-S1-2 B
T 4, U-S1-2 B
FIGURE H23. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
UNDERLAY STRAIN GAGES 2
-140
-120
-100
-80
-60
-40
-20
0
20
40
60
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S1-3 B
T-3, O-S1-3 B
T-2, O-S1-3 B
T-1, O-S1-3 B
T 0, O-S1-3 B
T 1, O-S1-3 B
T 2, O-S1-3 B
T 3, O-S1-3 B
T 4, O-S1-3 B
T-4, O-S1-3 T
T-3, O-S1-3 T
T-2, O-S1-3 T
T-1, O-S1-3 T
T 0, O-S1-3 T
T 1, O-S1-3 T
T 2, O-S1-3 T
T 3, O-S1-3 T
T 4, O-S1-3 T
FIGURE H24. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
OVERLAY STRAIN GAGES 3
H-12
-100
-80
-60
-40
-20
0
20
40
60
1652
2062
2774
3038
3368
3962
4424
4556
5132
5717
8027
9281
1093
111
52512
119
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S1-3 B
T-3, U-S1-3 B
T-2, U-S1-3 B
T-1, U-S1-3 B
T 0, U-S1-3 B
T 1, U-S1-3 B
T 2, U-S1-3 B
T 3, U-S1-3 B
T 4, U-S1-3 B
T-4, U-S1-3 T
T-3, U-S1-3 T
T-2, U-S1-3 T
T-1, U-S1-3 T
T 0, U-S1-3 T
T 1, U-S1-3 T
T 2, U-S1-3 T
T 3, U-S1-3 T
T 4, U-S1-3 T
FIGURE H25. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S1,
UNDERLAY STRAIN GAGES 3
-80
-60
-40
-20
0
20
40
60
1652 3962 4424 4622 5132 5717 9281 11525 16424
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S2-1 B
T-3, O-S2-1 B
T-2, O-S2-1 B
T-1, O-S2-1 B
T 0, O-S2-1 B
T 1, O-S2-1 B
T 2, O-S2-1 B
T 3, O-S2-1 B
T 4, O-S2-1 B
T-4, O-S2-1 T
T-3, O-S2-1 T
T-2, O-S2-1 T
T-1, O-S2-1 T
T 0, O-S2-1 T
T 1, O-S2-1 T
T 2, O-S2-1 T
T 3, O-S2-1 T
T 4, O-S2-1 T
FIGURE H26. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
OVERLAY STRAIN GAGES 1
H-13
-80
-60
-40
-20
0
20
40
60
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
52512
11913
10914
03316
424
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S2-1 B
T-3, U-S2-1 B
T-2, U-S2-1 B
T-1, U-S2-1 B
T 0, U-S2-1 B
T 1, U-S2-1 B
T 2, U-S2-1 B
T 3, U-S2-1 B
T 4, U-S2-1 B
T-4, U-S2-1 T
T-3, U-S2-1 T
T-2, U-S2-1 T
T-1, U-S2-1 T
T 0, U-S2-1 T
T 1, U-S2-1 T
T 2, U-S2-1 T
T 3, U-S2-1 T
T 4, U-S2-1 T
FIGURE H27. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
UNDERLAY STRAIN GAGES 1
-150
-100
-50
0
50
100
150
1652 3962 4424 4622 5132 5717 9281 11525 16424
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S2-2 B
T-3, O-S2-2 B
T-2, O-S2-2 B
T-1, O-S2-2 B
T 0, O-S2-2 B
T 1, O-S2-2 B
T 2, O-S2-2 B
T 3, O-S2-2 B
T 4, O-S2-2 B
T-4, O-S2-2 T
T-3, O-S2-2 T
T-2, O-S2-2 T
T-1, O-S2-2 T
T 0, O-S2-2 T
T 1, O-S2-2 T
T 2, O-S2-2 T
T 3, O-S2-2 T
T 4, O-S2-2 T
FIGURE H28. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
OVERLAY STRAIN GAGES 2
H-14
-200
-160
-120
-80
-40
0
40
80
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
52512
11913
10914
03316
424
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S2-2 B
T-3, U-S2-2 B
T-2, U-S2-2 B
T-1, U-S2-2 B
T 0, U-S2-2 B
T 1, U-S2-2 B
T 2, U-S2-2 B
T 3, U-S2-2 B
T 4, U-S2-2 B
T-4, U-S2-2 T
T-3, U-S2-2 T
T-2, U-S2-2 T
T-1, U-S2-2 T
T 0, U-S2-2 T
T 1, U-S2-2 T
T 2, U-S2-2 T
T 3, U-S2-2 T
T 4, U-S2-2 T
FIGURE H29. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
UNDERLAY STRAINS GAGE 2
-100
-50
0
50
100
150
1652 3962 4424 4622 5132 5717 9281 11525 16424
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S2-3 B
T-3, O-S2-3 B
T-2, O-S2-3 B
T-1, O-S2-3 B
T 0, O-S2-3 B
T 1, O-S2-3 B
T 2, O-S2-3 B
T 3, O-S2-3 B
T 4, O-S2-3 B
T-4, O-S2-3 T
T-3, O-S2-3 T
T-2, O-S2-3 T
T-1, O-S2-3 T
T 0, O-S2-3 T
T 1, O-S2-3 T
T 2, O-S2-3 T
T 3, O-S2-3 T
T 4, O-S2-3 T
FIGURE H30. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
OVERLAY STRAIN GAGES 3
H-15
-100
-80
-60
-40
-20
0
20
40
60
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
52512
11913
10914
03316
424
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S2-3 B
T-3, U-S2-3 B
T-2, U-S2-3 B
T-1, U-S2-3 B
T 0, U-S2-3 B
T 1, U-S2-3 B
T 2, U-S2-3 B
T 3, U-S2-3 B
T 4, U-S2-3 B
T-4, U-S2-3 T
T-3, U-S2-3 T
T-2, U-S2-3 T
T-1, U-S2-3 T
T 0, U-S2-3 T
T 1, U-S2-3 T
T 2, U-S2-3 T
T 3, U-S2-3 T
T 4, U-S2-3 T
FIGURE H31. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S2,
UNDERLAY STRAIN GAGES 3
-80
-60
-40
-20
0
20
40
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
52512
11913
10914
03316
424
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S2-4 B
T-3, U-S2-4 B
T-2, U-S2-4 B
T-1, U-S2-4 B
T 0, U-S2-4 B
T 1, U-S2-4 B
T 2, U-S2-4 B
T 3, U-S2-4 B
T 4, U-S2-4 B
T-4, U-S2-4 T
T-3, U-S2-4 T
T-2, U-S2-4 T
T-1, U-S2-4 T
T 0, U-S2-4 T
T 1, U-S2-4 T
T 2, U-S2-4 T
T 3, U-S2-4 T
T 4, U-S2-4 T
FIGURE H32. SUMMAR S FOR TEST ITEM S2,
UNDERLAY STRAIN GAGES 4 Y OF PEAK GAGE RESPONSE
H-16
0
10
20
30
40
50
60
1652
3962
4556
5717
9281
1152
5
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S3-1 B
T-3, O-S3-1 B
T-2, O-S3-1 B
T-1, O-S3-1 B
T 0, O-S3-1 B
T 1, O-S3-1 B
T 2, O-S3-1 B
T 3, O-S3-1 B
T 4, O-S3-1 B
FIGURE H33. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S3,
OVERLAY STRAIN GAGES 1
-80
-60
-40
-20
0
20
40
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
525
1211
9
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S3-1 B
T-3, U-S3-1 B
T-2, U-S3-1 B
T-1, U-S3-1 B
T 0, U-S3-1 B
T 1, U-S3-1 B
T 2, U-S3-1 B
T 3, U-S3-1 B
T 4, U-S3-1 B
T-4, U-S3-1 T
T-3, U-S3-1 T
T-2, U-S3-1 T
T-1, U-S3-1 T
T 0, U-S3-1 T
T 1, U-S3-1 T
T 2, U-S3-1 T
T 3, U-S3-1 T
T 4, U-S3-1 T
FIGURE H34. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S3,
UNDERLAY STRAIN GAGES 1
H-17
-80
-60
-40
-20
0
20
40
60
80
1652 3962 4556 5717 9281 11525
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S3-2 B
T-3, O-S3-2 B
T-2, O-S3-2 B
T-1, O-S3-2 B
T 0, O-S3-2 B
T 1, O-S3-2 B
T 2, O-S3-2 B
T 3, O-S3-2 B
T 4, O-S3-2 B
T-4, O-S3-2 T
T-3, O-S3-2 T
T-2, O-S3-2 T
T-1, O-S3-2 T
T 0, O-S3-2 T
T 1, O-S3-2 T
T 2, O-S3-2 T
T 3, O-S3-2 T
T 4, O-S3-2 T
FIGURE H35. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S3,
OVERLAY STRAIN GAGES 2
-80
-60
-40
-20
0
20
40
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
525
1211
9
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S3-2 B
T-3, U-S3-2 B
T-2, U-S3-2 B
T-1, U-S3-2 B
T 0, U-S3-2 B
T 1, U-S3-2 B
T 2, U-S3-2 B
T 3, U-S3-2 B
T 4, U-S3-2 B
T-4, U-S3-2 T
T-3, U-S3-2 T
T-2, U-S3-2 T
T-1, U-S3-2 T
T 0, U-S3-2 T
T 1, U-S3-2 T
T 2, U-S3-2 T
T 3, U-S3-2 T
T 4, U-S3-2 T
FIGURE H36. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S3,
UNDERLAY STRAIN GAGES 2
H-18
H-19
-200
-150
-100
-50
0
50
100
150
1652
3962
4556
5717
9281
1152
5
Number of Passes
Mic
rost
rain
, E-6
T-4, O-S3-3 B
T-3, O-S3-3 B
T-2, O-S3-3 B
T-1, O-S3-3 B
T 0, O-S3-3 B
T 1, O-S3-3 B
T 2, O-S3-3 B
T 3, O-S3-3 B
T 4, O-S3-3 B
T-4, O-S3-3 T
T-3, O-S3-3 T
T-2, O-S3-3 T
T-1, O-S3-3 T
T 0, O-S3-3 T
T 1, O-S3-3 T
T 2, O-S3-3 T
T 3, O-S3-3 T
T 4, O-S3-3 T
FIGURE H37. SUMMARY OF PEAK GAGE RESPONSES FOR TEST ITEM S3,
OVERLAY STRAIN GAGES 3
-80
-60
-40
-20
0
20
40
1652
2062
2774
3500
3962
4622
5132
5717
8027
9281
1093
111
525
1211
9
Number of Passes
Mic
rost
rain
, E-6
T-4, U-S3-3 B
T-3, U-S3-3 B
T-2, U-S3-3 B
T-1, U-S3-3 B
T 0, U-S3-3 B
T 1, U-S3-3 B
T 2, U-S3-3 B
T 3, U-S3-3 B
T 4, U-S3-3 B
T-4, U-S3-3 T
T-3, U-S3-3 T
T-2, U-S3-3 T
T-1, U-S3-3 T
T 0, U-S3-3 T
T 1, U-S3-3 T
T 2, U-S3-3 T
T 3, U-S3-3 T
T 4, U-S3-3 T
FIGURE H38. SUMMA FOR TEST ITEM S3,
UNDERLAY STRAIN GAGES 3 RY OF PEAK GAGE RESPONSES
APPENDIX I – EverFE PREDICTIONS Appendix H contains plots of predicted strains at various locations in the pavement structure, as predicted by the EverFE finite element program. Principal stress data are plotted relative to loading track position. Stress distribution plots generated by EverFE are also provided. These show predicted stress distributions for top and bottom of both underlay and overlay slabs.
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIG E URE I1. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N1 FROM EVERF
(CENTER LOADING CASE)
-2000
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I2. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N1 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-1
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I3. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N2 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I4. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N2 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-2
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I5. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N3 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I6. PREDICTED PRINCIPAL STRESSES IN TEST ITEM N3 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-3
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I7. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S1 FROM EVERFE
(CENTER LOADING CASE)
-2000
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I8. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S1 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-4
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I9. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S2 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I10. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S2 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-5
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I11. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S3 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Prin
cipa
l Str
ess,
psi
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I12. PREDICTED PRINCIPAL STRESSES IN TEST ITEM S3 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-6
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I13. PREDICTED σyy IN TEST ITEM N1 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I14. PREDICTED σyy IN TEST ITEM N1 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-7
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I15. PREDICTED σyy IN TEST ITEM N2 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I16. PREDICTED σyy IN TEST ITEM N2 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-8
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I17. PREDICTED σyy IN TEST ITEM N3 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I18. PREDICTED σyy IN TEST ITEM N3 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-9
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I19. PREDICTED σyy IN TEST ITEM S1 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I20. PREDICTED σyy IN TEST ITEM S1 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-10
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I21. PREDICTED σyy IN TEST ITEM S2 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I22. PREDICTED σyy IN TEST ITEM S2 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-11
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
siMax at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I23. PREDICTED σyy IN TEST ITEM S3 FROM EVERFE
(CENTER LOADING CASE)
-1500
-1000
-500
0
500
1000
1500
-4 -3 -2 -1 0 1 2 3 4Track No.
Stre
ss y
y, p
si
Max at Overlaytop
Min at overlaytop
Max at overlaybottom
Min at overlaybottom
Max at underlaytop
Min at underlaytop
Max at underlaybottom
Min at underlaybottom
FIGURE I24. PREDICTED σyy IN TEST ITEM S3 FROM EVERFE
(TRANSVERSE JOINT LOADING CASE)
I-12
FIGURE I25. MAXIMUM PRINC LAY FOR C K 0)
IPAL STRESS DISTRIBUTION AT TOP OF OVERENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRAC
FIGURE I2 ER SLAB
6. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTTRIPLE CK 0) DUAL TANDEM LOADING CASE (TRA
I-13
FIGURE I27. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I28. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
I-14
RE I29. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERFIGU LAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
y STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CFIGURE I30. σy ENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
I-15
FIGURE I31. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
FIGURE I32. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
I-16
FIGURE I33. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
FIGURE I34. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
I-17
FIGURE I35. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF LAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACOVER K 0)
FIGURE I36. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER RIPLE DUAL TANDEM LOADING CASE (TRACK 0) SLAB T
I-18
FIGURE I37. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I38. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
I-19
FIGURE I39. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
FIGURE I40. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
I-20
FIGURE I41. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
FIGURE I42. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
I-21
FIGURE I43. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
FIGURE I44. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
I-22
FIGURE I45. MAXIMUM PRINCIPAL STRE S DISTRIBUTION AT TOP OF UNDERLAY SFOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 0)
FIGURE I46. σ STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB yyTRIPLE DUAL TANDEM LOADING CASE (TRACK 0)
I-23
FIGURE I47. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I48. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
I-24
FIGURE I49. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
FIGURE I50. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
I-25
FIGURE I51. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR FIGURE I52. σyy CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
I-26
FIGURE I53. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
FIGURE I54. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
I-27
FIGURE I55. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF RLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACUNDE K 0)
FIGURE I56. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 0)
I-28
FIGURE I57. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I58. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK 1)
I-29
FIGURE I59. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
FIGURE I60. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -1)
I-30
FIGURE I61. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
FIGURE I62. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -2)
I-31
FIGURE I63. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
FIGURE I64. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB TRIPLE DUAL TANDEM LOADING CASE (TRACK -3)
I-32
FIGURE I65. MAXIMUM PRINCIPAL STRE BUTION AT TOP OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
SS DISTRI
FIGURE I66. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
I-33
FIGURE I67. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I68. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
I-34
FIGURE I69. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
FIGURE I70. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
I-35
FIGURE I71. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I72. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
I-36
FIGURE I73. MAXIMUM PRINCIPAL STRE S DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
S
FIGURE I74. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
I-37
FIGURE I75. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I76. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
I-38
FIGURE I77. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
FIGURE I78. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 0)
I-39
FIGURE I79. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I80. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR CENTER SLAB DUAL TANDEM LOADING CASE (TRACK 1)
I-40
FIGURE I81. MAXIMUM PRINCIPAL STRE BUTION AT TOP OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
SS DISTRI
FIGURE I82. σyy STRESS DISTRIBUTION AT TOP OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
I-41
FIGURE I83. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I84. σ STRESS DISTRIBUTION AT TOP OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
yy
I-42
FIGURE I85. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
FIGURE I86. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
I-43
FIGURE I87. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I88. σyy STRESS DISTRIBUTION AT BOTTOM OF OVERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
I-44
FIGURE I89. MAXIMUM PRINCIPAL STRE S DISTRIBUTION AT TOP OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
S
FIGURE I90. σyy STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
I-45
FIGURE I91. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT TOP OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
STRESS DISTRIBUTION AT TOP OF UNDERLAY FORFIGURE I92. σyy TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
I-46
FIGURE I93. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
FIGURE I94. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDE LAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 0)
R
I-47
I-48
FIGURE I95. MAXIMUM PRINCIPAL STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
FIGURE I96. σyy STRESS DISTRIBUTION AT BOTTOM OF UNDERLAY FOR TRANSVERSE JOINT DUAL TANDEM LOADING CASE (TRACK 1)
APPENDIX J – MEASURED RESPONSES AND EverFE PREDICTIONS FOR GAGE LOCATIONS FOR EMBEDDED STRAIN GAGES
Appendix J contains tables for each test item. It shows measured peak strain responses for three loading tracks for each embedded strain gage. Location-specific EverFE predicted strain responses for the gage depth and orientation are also tabulated. Prediction errors as a function of the measured responses are provided.
FIGURE J1. COMPARISON OF MEASURED STRAINS TO EverFE PREDICTED STRAINS FOR TEST ITEM N1 EverFE Coordinates
Test Item Gage Edge/Joint Track Number
Measured Strain E-6
EverFE Strain, , E-6 E
Prediction rror, %
Absolute Error % x y z,
N1 EG-O-N1-1 B E -3 34 59 75 320.102 -72.00 -0.4375 75N1 EG-O-N1-1 B E -1 52 65 26 372.241 -72.00 -0.4375 26N1 EG-O-N1-1 B E 0 66 73 11 372.241 -72.00 -0.4375 11N1 EG-O-N1-1 T E -3 -45 -48 6 6 320.102 -72.00 -7.250 N1 EG-O-N1-1 T E -1 -66 -61 8 372.241 -72.00 -7.250 -8N1 EG-O-N1-1 T E 0 -105 -85 9 19 372.241 -72.00 -7.250 -1N1 EG-O-N1-2 B E -3 31 56 83 320.102 -73.56 -0.4375 83N1 EG-O-N1-2 B E -1 46 59 30 372.241 -73.56 -0.4375 30N1 EG-O-N1-2 B E 0 50 59 18 372.241 -73.56 -0.4375 18N1 EG-O-N1-2 T E -3 -35 -49 39 320.102 -73.56 -7.250 39N1 EG-O-N1-2 T E -1 -64 -68 6 6 372.241 -73.56 -7.250 N1 EG-O-N1-2 T E 0 -83 -89 7 7 372.241 -73.56 -7.250 N1 EG-O-N1-3 B E -3 318 56 2 82 320.102 -77.04 -0.4375 -8N1 EG-O-N1-3 B E -1 439 66 5 85 372.241 -77.04 -0.4375 -8N1 EG-O-N1-3 B E 0 595 63 9 89 372.241 -77.04 -0.4375 -8N1 EG-O-N1-3 T E -3 -39 -50 29 320.102 -77.04 -7.250 29N1 EG-O-N1-3 T E -1 10 372.241 -77.04 -7.250 -80 -88 10 N1 EG-O-N1-3 T E 0 -117 -41 5 65 372.241 -77.04 -7.250 -6N1 EG-U-N1-1 B E -3 23 46 3 103 320.102 -75.00 6.592 10N1 EG-U-N1-1 B E -1 28 67 4 144 372.241 -75.00 6.592 14N1 EG-U-N1-1 B E 0 28 64 5 125 372.241 -75.00 6.592 12N1 EG-U-N1-1 T E -3 -34 -10 1 71 320.102 -75.00 2.779 -7N1 EG-U-N1-1 T E -1 -41 -22 5 45 372.241 -75.00 2.779 -4N1 EG-U-N1-1 T E 0 -43 -17 1 61 372.241 -75.00 2.779 -6N1 EG-U-N1-2 B E -3 19 46 2 142 320.102 -75.00 6.720 14N1 EG-U-N1-2 B E -1 22 67 3 203 372.241 -75.00 6.720 20N1 EG-U-N1-2 B E 0 29 64 3 123 372.241 -75.00 6.720 12N1 EG-U-N1-2 T E -3 -21 -8 2 62 320.102 -75.00 2.908 -6N1 EG-U-N1-2 T E -1 -23 -19 7 17 372.241 -75.00 2.908 -1N1 EG-U-N1-2 T E 0 -30 -14 3 53 372.241 -75.00 2.908 -5N1 EG-U-N1-3 B J -3 31 40 28 433.933 -75.00 6.732 28N1 EG-U-N1-3 B J -1 52 55 6 6 433.933 -75.00 6.732 N1 EG-U-N1-3 B J 0 45 63 40 433.933 -75.00 6.732 40N1 EG-U-N1-3 T J -3 -43 -6 5 85 433.933 -75.00 2.920 -8N1 EG-U-N1-3 T J -1 -67 -13 -81 81 433.933 -75.00 2.920 N1 EG-U-N1-3 T J 0 -54 -13 -76 76 433.933 -75.00 2.920
J-1
FIGURE J2. COMPARISON OF MEASURED STRAINS TO EverFE PREDICTED STRAINS FOR TEST ITEM N2 EverFE Coordinates
Test Item Gage Edge/Joint Track Number
Measured Strain, E-6
EverFE Strain, E-6
Prediction Error, %
Absolute Error, % x y z
N2 EG-O-N2-1 B E -3 28 45 63 63 375.500 -77.04 -0.4375 N2 EG-O-N2-1 B E -1 44 65 49 49 375.500 -77.04 -0.4375 N2 EG-O-N2-1 B E 0 44 60 36 36 375.500 -77.04 -0.4375 N2 EG-O-N2-1 T E -3 -2 -3 38 3 2 38 375.500 -77.04 -5.750 N2 EG-O-N2-1 T E -1 -4 -7 48 9 3 48 375.500 -77.04 -5.750 N2 EG-O-N2-1 T E 0 -7 -3 -5 56 0 1 6 375.500 -77.04 -5.750 N2 EG-O-N2-2 B E -3 12 43 25 2599 375.500 -75.96 -0.4375 N2 EG-O-N2-2 B E -1 31 60 92 92 375.500 -75.96 -0.4375 N2 EG-O-N2-2 B E 0 34 63 83 83 375.500 -75.96 -0.4375 N2 EG-O-N2-3T E -3 -2 -3 49 2 3 49 375.500 -75.96 -5.750 N2 EG-O-N2-3T E -1 -5 -7 45 2 6 45 375.500 -75.96 -5.750 N2 EG-O-N2-3T E 0 -7 -3 -5 59 6 1 9 375.500 -75.96 -5.750 N2 EG-U-N2-1 B E -3 18 53 18 1899 375.500 -75.00 8.448 N2 EG-U-N2-1 B E -1 26 84 22 2299 375.500 -75.00 8.448 N2 EG-U-N2-1 B E 0 28 78 17 1799 375.500 -75.00 8.448 N2 EG-U-N2-1 T E -3 -3 -1 -6 64 3 2 4 375.500 -75.00 3.136 N2 EG-U-N2-1 T E -1 -3 -2 -3 33 8 6 3 375.500 -75.00 3.136 N2 EG-U-N2-1 T E 0 -3 -2 -4 45 7 1 5 375.500 -75.00 3.136 N2 EG-U-N2-2 B E -3 38 53 38 38 375.500 -75.00 8.225 N2 EG-U-N2-2 B E -1 42 84 10 102 2 375.500 -75.00 8.225 N2 EG-U-N2-2 B E 0 47 78 67 67 375.500 -75.00 8.225 N2 EG-U-N2-2 T E -3 -3 -1 -4 40 5 9 9 375.500 -75.00 2.912 N2 EG-U-N2-2 T E -1 -3 -3 -1 19 9 2 9 375.500 -75.00 2.912 N2 EG-U-N2-2 T E 0 -3 -2 -3 34 9 6 4 375.500 -75.00 2.912 N2 EG-U-N2-3 B E -3 23 53 13 135 5 375.500 -75.00 8.212 N2 EG-U-N2-3 B E -1 28 84 20 203 3 375.500 -75.00 8.212 N2 EG-U-N2-3 B E 0 28 78 17 179 9 375.500 -75.00 8.212 N2 EG-U-N2-3 T E -3 -3 -1 -5 58 6 9 9 375.500 -75.00 2.899 N2 EG-U-N2-3 T E -1 -5 -3 -3 36 0 2 6 375.500 -75.00 2.899 N2 EG-U-N2-3 T E 0 -5 -2 -4 49 1 6 9 375.500 -75.00 2.899 N2 EG-U-N2-4 B J -3 9 52 45 4588 382.995 -75.00 8.146 N2 EG-U-N2-4 B J -1 4 10 2597 2592 7 442.955 -75.00 8.146 N2 EG-U-N2-4 B J 0 9 77 77 7788 382.995 -75.00 8.146 N2 EG-U-N2-4 T J -3 -4 -1 -5 59 0 7 9 382.995 -75.00 2.834 N2 EG-U-N2-4 T J -1 -5 -3 -3 32 0 4 2 442.955 -75.00 2.834 N2 EG-U-N2-4 T J 0 -4 -2 -3 37 3 7 7 382.995 -75.00 2.834
J-2
FIGURE J3. COMPARISON OF MEASURED STRAINS TO EverFE PREDICTED STRAINS FOR TEST ITEM N3 EverFE Coordinates
Test Item Gage Edge/Joint Track Number
Measured Strain, E-6
EverFE Strain, E-6
Prediction Error, %
Absolute Error, % x y z
N3 EG-O-N3-1B E -3 17 31 79 79 375.500 -77.04 -0.4375 N3 EG-O-N3-1B E -1 61 39 -36 36 375.500 -77.04 -0.4375 N3 EG-O-N3-1B E 0 57 40 -30 30 375.500 -77.04 -0.4375 N3 EG-O-N3-1T E -3 -16 -19 21 21 375.500 -77.04 -4.250 N3 EG-O-N3-1T E -1 -60 -49 -18 18 375.500 -77.04 -4.250 N3 EG-O-N3-1T E 0 -79 -21 -73 73 375.500 -77.04 -4.250 N3 EG-O-N3-2B E -3 20 29 46 46 375.500 -75.96 -0.4375 N3 EG-O-N3-2B E -1 116 34 -71 71 375.500 -75.96 -0.4375 N3 EG-O-N3-2B E 0 164 42 -74 74 375.500 -75.96 -0.4375 N3 EG-O-N3-2T E -3 -23 -20 -14 14 375.500 -75.96 -4.250 N3 EG-O-N3-2T E -1 -64 -51 -21 21 375.500 -75.96 -4.250 N3 EG-O-N3-2T E 0 -90 -22 -76 76 375.500 -75.96 -4.250 N3 EG-O-N3-3B E -3 21 32 57 57 375.500 -78.00 - 0.4375N3 EG-O-N3-3B E -1 127 42 -67 67 375.500 -78.00 -0.4375 N3 EG-O-N3-3B E 0 144 38 -74 74 375.500 -78.00 -0.4375 N3 EG-U-N3-1 B E -3 18 63 256 256 375.500 -75.00 9.871 N3 EG-U-N3-1 B E -1 18 90 390 390 375.500 -75.00 9.871 N3 EG-U-N3-1 B E 0 20 82 299 299 375.500 -75.00 9.871 N3 EG-U-N3-1 T E -3 -34 -38 11 11 375.500 -75.00 2.059 N3 EG-U-N3-1 T E -1 -38 -66 73 73 375.500 -75.00 2.059 N3 EG-U-N3-1 T E 0 -38 -56 48 48 375.500 -75.00 2.059 N3 EG-U-N3-2 B E -3 24 62 165 165 375.500 -75.00 10.453 N3 EG-U-N3-2 B E -1 27 90 235 235 375.500 -75.00 10.453 N3 EG-U-N3-2 B E 0 30 82 170 170 375.500 -75.00 10.453 N3 EG-U-N3-2 T E -3 -51 -31 -40 40 375.500 -75.00 2.640 N3 EG-U-N3-2 T E -1 -55 -54 -2 2 375.500 -75.00 2.640 N3 EG-U-N3-2 T E 0 -62 -46 -26 26 375.500 -75.00 2.640 N3 EG-U-N3-3 B J -3 10 61 522 522 381.265 -75.00 10.513 N3 EG-U-N3-3 B J -1 11 86 691 691 381.265 -75.00 10.513 N3 EG-U-N3-3 B J 0 9 78 740 740 381.265 -75.00 10.513 N3 EG-U-N3-3 T J -3 - 49 -29 -40 40 381.265 -75.00 2.700 N3 EG-U-N3-3 T J -1 - 63 -51 -20 20 381.265 -75.00 2.700 N3 EG-U-N3-3 T J 0 - 47 -43 -8 8 381.265 -75.00 2.700
J-3
FIGURE J4. COMPARISON OF MEASURED STRAINS TO EverFE PREDICTED STRAINS FOR TEST ITEM S1 EverFE Coordinates
Test Item Gage Edge/Joint Track Number
Measured Strain, E-6
EverFE Strain, E-6
Prediction Error, %
Absolute Error, % x y z
S1 EG-O-S1-1 B E 0 39 38 -2 2 346.172 -75.96 -0.4375 S1 EG-O-S1-1 B E 1 44 90 105 105 404.828 -75.96 -0.4375 S1 EG-O-S1-1 B E 3 28 73 157 157 346.172 -75.96 -0.4375 S1 EG-O-S1-2 B E 0 81 38 -53 53 346.172 -77.04 - 0.4375S1 EG-O-S1-2 B E 1 71 97 37 37 404.828 -77.04 -0.4375 S1 EG-O-S1-2 B E 3 38 76 98 98 346.172 -77.04 -0.4375 S1 EG-O-S1-2 T E 0 -60 -28 -53 53 346.172 -77.04 -7.250 S1 EG-O-S1-2 T E 1 -56 - 107 91 91 404.828 -77.04 -7.250 S1 EG-O-S1-2 T E 3 -30 -62 103 103 346.172 -77.04 -7.250 S1 EG-O-S1-3 B E 0 40 38 -3 3 346.172 -75.96 - 0.4375S1 EG-O-S1-3 B E 1 33 90 169 169 404.828 -75.96 -0.4375 S1 EG-O-S1-3 B E 3 21 73 241 241 346.172 -75.96 -0.4375 S1 EG-O-S1-3 T E 0 -81 -28 -65 65 346.172 -75.96 -7.250 S1 EG-O-S1-3 T E 1 -60 - 110 83 83 404.828 -75.96 -7.250 S1 EG-O-S1-3 T E 3 -36 -62 73 73 346.172 -75.96 -7.250 S1 EG-U-S1-1 B E 0 45 64 42 42 346.172 -75.00 7.447 S1 EG-U-S1-1 B E 1 43 63 45 45 404.828 -75.00 7.447 S1 EG-U-S1-1 B E 3 34 64 86 86 346.172 -75.00 7.447 S1 EG-U-S1-1 T E 0 -47 7 - 116 116 346.172 -75.00 3.635 S1 EG-U-S1-1 T E 1 -52 4 -108 108 404.828 -75.00 3.635 S1 EG-U-S1-1 T E 3 -41 6 -114 114 346.172 -75.00 3.635 S1 EG-U-S1-2 B E 0 21 102 389 389 346.172 -75.00 7.196 S1 EG-U-S1-2 B E 1 20 91 346 346 404.828 -75.00 7.196 S1 EG-U-S1-2 B E 3 16 64 301 301 346.172 -75.00 7.196 S1 EG-U-S1-3 B J 0 63 127 103 103 443.933 -75.00 7.062 S1 EG-U-S1-3 B J 1 63 128 1 04 1 04 443.933 -75.00 7.062 S1 EG-U-S1-3 B J 3 52 89 71 71 443.933 -75.00 7.062 S1 EG-U-S1-3 T J 0 -73 -5 -92 92 443.933 -75.00 3.250 S1 EG-U-S1-3 T J 1 -76 -5 -93 93 443.933 -75.00 3.250 S1 EG-U-S1-3 T J 3 - 59 1 -102 102 443.933 -75.00 3.250
J-4
FIGURE J5. COMPARISON OF MEASURED STRAINS TO P D EverFE REDICTE STRAINS FOR TEST ITEM S2
verFE CoordinatE esTes em t It Gage Edg oint e/J
Track Nu berm
MeasuredStra
in, E-6
EverFE Strain, E-6
Prediction Error, %
Absolute Error, % x y z
S2 EG-O-S2-1B E 0 16 82 400 400 345.520 -75.00 -0.4375 S2 EG-O-S2-1B E 1 24 75 213 213 405.480 -75.00 -0.4375 S2 EG-O-S2-1B E 3 10 61 486 486 345.520 -75.00 -0.4375 S2 EG-O-S2-1T E 0 -46 -42 -9 9 345.520 -75.00 -5.750 S2 EG-O-S2-1T E 1 -37 -89 138 138 405.480 -75.00 -5.750 S2 EG-O-S2-1T E 3 -23 -44 91 91 345.520 -75.00 -5.750 S2 EG-O-S2-2B E 0 66 75 14 14 345.520 -74.04 -0.4375 S2 EG-O-S2-2B E 1 60 78 30 30 405.480 -74.04 -0.4375 S2 EG-O-S2-2B E 3 33 62 87 87 345.520 -74.04 -0.4375 S2 EG-O-S2-2T E 0 -54 -83 53 53 345.520 -74.04 -5.750 S2 EG-O-S2-2T E 1 -51 -69 34 34 405.480 -74.04 -5.750 S2 EG-O-S2-2T E 3 -24 -43 76 76 345.520 -74.04 -5.750 S2 EG-O-S2-3B E 0 56 75 35 35 345.520 -77.04 -0.4375 S2 EG-O-S2-3B E 1 58 83 44 44 405.480 -77.04 -0.4375 S2 EG-O-S2-3B E 3 25 65 158 158 345.520 -77.04 -0.4375 S2 EG-O-S2-3T E 0 -65 -42 -36 36 345.520 -77.04 -5.750 S2 EG-O-S2-3T E 1 -53 -84 59 59 405.480 -77.04 -5.750 S2 EG-O-S2-3T E 3 -21 - 44 108 108 345.520 -77.04 -5.750 S2 EG-U-S2-1 B E 0 46 102 119 119 345.520 -75.00 8.279 S2 EG-U-S2-1 B E 1 48 106 122 122 405.480 -75.00 8.279 S2 EG-U-S2-1 B E 3 38 77 104 104 345.520 -75.00 8.279 S2 EG-U-S2-1 T E 0 -62 -30 -51 51 345.520 -75.00 2.966 S2 EG-U-S2-1 T E 1 -63 -36 -43 43 405.480 -75.00 2.966 S2 EG-U-S2-1 T E 3 -49 -21 -58 58 345.520 -75.00 2.966 S2 EG-U-S2-2 B E 0 62 102 63 63 345.520 -75.00 8.109 S2 EG-U-S2-2 B E 1 59 106 80 80 405.480 -75.00 8.109 S2 EG-U-S2-2 B E 3 48 77 60 60 345.520 -75.00 8.109 S2 EG-U-S2-2 T E 0 -67 -35 -47 47 345.520 -75.00 2.796 S2 EG-U-S2-2 T E 1 -63 -41 -35 35 405.480 -75.00 2.796 S2 EG- 2 T E 3 8 4 0 50 6 U-S2- -4 -2 -5 345.520 -75.00 2.79S2 EG-U-S2-3 B E 0 37 102 176 176 345.520 -75.00 8.654 S2 EG-U-S2-3 B E 1 34 106 215 215 405.480 -75.00 8.654 S2 EG-U-S2-3 B E 3 28 77 175 175 345.520 -75.00 8.654 S2 EG-U-S2-3 T E 0 -53 -20 -62 62 345.520 -75.00 3.341 S2 EG-U-S2-3 T E 1 -50 -25 -51 51 405.480 -75.00 3.341
J-5 S2 EG-U-S2-3 T E 3 -44 -13 -71 71 345.520 -75.00 3.341
EverFE CoordinatesS2 EG-U-S2-4 B J 0 35 31 -13 13 422.955 -75.00 8.643 S2 EG-U-S2-4 B J 1 35 33 -6 6 422.955 -75.00 8.643 S2 EG- 4 B 42 3 U-S2- J 3 30 80 168 168 2.955 -75.00 8.64S2 EG 4 T -U-S2- J 0 -59 -8 -87 87 42 955 2. -7 00 5. 3. 0 33S2 EG-U-S2-4 T J 1 -58 -9 -84 84 422.955 -75.00 3.330 S2 EG-U-S2-4 T J 3 -44 -11 -75 75 422.955 -75.00 3.330
J-6
J-7
FIGURE J6. COMPARISON OF MEASURED STRAINS TO EverFE PREDICTED STRAINS FOR TEST ITEM S3 E inEverF Coord ates
Te em Edg oint T k Nu er
Me red Strst It Gage e/J
racmb
asuain, E-6
Ev E Stra
erFin, E-6 Er
Prediction ror, %
Ab te Err
soluor, % x y z
S3 EG-O-S3-1B E 0 70 45 -36 36 398.562 -75.00 -0.4375 S3 EG-O-S3-1B E 1 46 42 -9 9 404.327 -75.00 -0.4375 S3 EG-O-S3-1B E 3 19 39 109 109 346.673 -75.00 -0.4375 S3 EG-O-S3-2B E 0 80 44 -45 45 398.562 -75.96 -0.4375 S3 EG- E 1 51 45 1 11 O-S3-2B -1 404.327 -75.96 -0.4375S3 EG-O-S3-2B E 3 14 40 183 183 346.673 -75.96 -0.4375 S3 EG-O-S3-2T E 0 -58 -26 -54 54 398.562 -75.96 -4.250 S3 EG-O-S3-2T E 1 -46 -55 18 18 404.327 -75.96 -4.250 S3 EG-O-S3-2T E 3 -17 -24 37 37 346.673 -75.96 -4.250 S3 EG-O-S3-3B E 0 56 44 -22 22 398.562 -77.04 -0.4375 S3 EG-O-S3-3B E 1 73 49 -33 33 404.327 -77.04 -0.4375 S3 EG-O-S3-3B E 3 15 41 180 180 346.673 -77.04 -0.4375 S3 EG-O-S3-3T E 0 -88 -26 -71 71 398.562 -77.04 -4.250 S3 EG-O-S3-3T E 1 -68 -53 -22 22 404.327 -77.04 -4.250 S3 EG-O-S3-3T E 3 -28 -24 -16 16 346.673 -77.04 -4.250 S3 EG-U-S3-1 B E 0 45 92 105 105 398.562 -75.00 10.235 S3 EG-U-S3-1 B E 1 45 107 137 137 404.327 -75.00 10.235 S3 EG-U-S3-1 B E 3 36 81 123 123 346.673 -75.00 10.235 S3 EG-U-S3-1 T E 0 -76 -55 -28 28 398.562 -75.00 2.422 S3 EG-U-S3-1 T E 1 -79 -67 -16 16 404.327 -75.00 2.422 S3 EG-U-S3-1 T E 3 -65 -43 -34 34 346.673 -75.00 2.422 S3 EG-U-S3-2 B E 0 31 92 201 201 398.562 -75.00 11.175 S3 EG-U-S3-2 B E 1 32 107 236 236 404.327 -75.00 11.175 S3 EG-U-S3-2 B E 3 29 81 178 178 346.673 -75.00 11.175 S3 EG-U-S3-2 T E 0 -56 -36 -36 36 398.562 -75.00 3.362 S3 EG-U-S3-2 T E 1 -58 -45 -23 23 404.327 -75.00 3.362 S3 EG-U-S3-2 T E 3 -55 -27 -51 51 346.673 -75.00 3.362 S3 EG-U-S3-3 B J 0 33 95 186 186 438.919 -75.00 11.263 S3 EG-U-S3-3 B J 1 32 104 227 227 444.685 -75.00 11.263 S3 EG-U-S3-3 B J 3 29 80 174 174 438.919 -75.00 11.263 S3 EG-U-S3-3 T J 0 -50 -34 -31 31 438.919 -75.00 3.450 S3 EG-U-S3-3 T J 1 -46 -41 -10 10 444.685 -75.00 3.450 S3 EG-U-S3-3 T J 3 -44 -24 -45 45 438.919 -75.00 3.450
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