204
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.

Improved Overlay Design Parameters for Concrete Airfield

  • Upload
    others

  • View
    7

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 2: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 3: Improved Overlay Design Parameters for Concrete Airfield

FIGURE A1. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N1 AND S1

A-1

Page 4: Improved Overlay Design Parameters for Concrete Airfield

FIGURE A2. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N2 AND S2

A-2

Page 5: Improved Overlay Design Parameters for Concrete Airfield

FIGURE A3. AS-CONSTRUCTED JOINT LAYOUT FOR TEST ITEMS N3 AND S3

A-3

Page 6: Improved Overlay Design Parameters for Concrete Airfield

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

Page 7: Improved Overlay Design Parameters for Concrete Airfield

0.0

5.0

10.0

15.0

20.0

25.0

310

330

350

370

390

410

430

450

470

490

510

530

550

570

590

Station, ft

Thi

ckne

ss, i

nche

s

Subbase Underlay Asphalt Interlayer Overlay

FIGURE A4. THICKNESS OF PAVEMENT LAYERS AT 20 FEET NORTH OF CENTERLINE

A-5

Page 8: Improved Overlay Design Parameters for Concrete Airfield

0.0

5.0

10.0

15.0

20.0

25.0

310

330

350

370

390

410

430

450

470

490

510

530

550

570

590

Station, ft

Thi

ckne

ss, i

nche

s

Subbase Underlay Asphalt Interlayer Overlay

FIGURE A5. THICKNESS OF PAVEMENT LAYERS AT 10 FEET NORTH OF CENTERLINE

A-6

Page 9: Improved Overlay Design Parameters for Concrete Airfield

0.0

5.0

10.0

15.0

20.0

25.0

310

330

350

370

390

410

430

450

470

490

510

530

550

570

590

Station, ft

Thi

ckne

ss, i

nche

s

Subbase Underlay Asphalt Interlayer Overlay

FIGURE A6. THICKNESS OF PAVEMENT LAYERS AT 20 FEET SOUTH OF CENTERLINE

A-7

Page 10: Improved Overlay Design Parameters for Concrete Airfield

0.0

5.0

10.0

15.0

20.0

25.0

310

330

350

370

390

410

430

450

470

490

510

530

550

570

590

Station, ft

Thi

ckne

ss, i

nche

s

Subbase Underlay Asphalt Interlayer Overlay

A-8

FIGURE A7. THICKNESS OF PAVEMENT LAYERS AT 10 FEET SOUTH OF CENTERLINE

Page 11: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 12: Improved Overlay Design Parameters for Concrete Airfield

FIGURE B1. INSTRUMENT LOCATIONS FOR TEST ITEMS N1 AND S1 (UNDERLAY INSTRUMENTS INDICATED BY U;

OVERLAY INSTRUMENTS INDICATED BY O)

B-1

Page 13: Improved Overlay Design Parameters for Concrete Airfield

FIGURE B2. INSTRUMENT LOCATIONS FOR TEST ITEMS N2 AND S2 (UNDERLAY INSTRUMENTS INDICATED BY U;

OVERLAY INSTRUMENTS INDICATED BY O)

B-2

Page 14: Improved Overlay Design Parameters for Concrete Airfield

B-3

FIGURE B3. INSTRUMENT LOCATIONS FOR TEST ITEMS N3 AND S3 (UNDERLAY INSTRUMENTS INDICATED BY U;

OVERLAY INSTRUMENTS INDICATED BY O)

Page 15: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 16: Improved Overlay Design Parameters for Concrete Airfield

FIGURE C1. STANDARD FWD TEST LOCATIONS, TEST ITEMS N1 AND S1

C-1

Page 17: Improved Overlay Design Parameters for Concrete Airfield

FIGURE C2. STANDARD FWD TEST LOCATIONS, TEST ITEMS N2 AND S2

C-2

Page 18: Improved Overlay Design Parameters for Concrete Airfield

FIGURE C3. STANDARD FWD TEST LOCATIONS, TEST ITEMS N3 AND S3

C-3

Page 19: Improved Overlay Design Parameters for Concrete Airfield

FIGURE C4. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N1 AND S1

C-4

Page 20: Improved Overlay Design Parameters for Concrete Airfield

FIGURE C5. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N2 AND S2

C-5

Page 21: Improved Overlay Design Parameters for Concrete Airfield

C-6

FIGURE C6. EXPANDED FWD TEST LOCATIONS, TEST ITEMS N3 AND S3

Page 22: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 23: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor location(in)

Def

lect

ion(

mils

)

FIGURE D1. DEFLECTION BASINS ON TEST ITEM NORTH 1 (N1)

D-1

Page 24: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion(

mils

)

FIGURE D2. DEFLECTION BASINS ON TEST ITEM SOUTH 1 (S1)

D-2

Page 25: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D3. DEFLECTION BASINS ON TEST ITEM NORTH 2 (N2)

D-3

Page 26: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D4. DEFLECTION BASINS ON TEST ITEM SOUTH 2 (S2)

D-4

Page 27: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D5. DEFLECTION BASINS ON TEST ITEM NORTH 3 (N3)

D-5

Page 28: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D6. DEFLECTION BASINS ON TEST ITEM SOUTH 3 (S3)

D-6

Page 29: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D7. DEFLECTION BASINS ON 6/22/2006 PRIOR TO LOADING

D-7

Page 30: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D8. DEFLECTION BASINS ON 7/24/2006 PRIOR TO LOADING

D-8

Page 31: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D9. DEFLECTION BASINS ON 7/25/2006 AFTER 132 PASSES

D-9

Page 32: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D10. DEFLECTION BASINS ON 7/28/2006 AFTER 1188 PASSES

D-10

Page 33: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

FIGURE D11. DEFLECTION BASINS ON 8/1/2006 AFTER 1652 PASSES

D-11

Page 34: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

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

Page 35: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

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

Page 36: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

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

Page 37: Improved Overlay Design Parameters for Concrete Airfield

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

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

Page 38: Improved Overlay Design Parameters for Concrete Airfield

D-16

FIGURE D16. DEFLECTION BASINS ON 11/20/2006 AFTER 16424 PASSES ON S2, 12119 PASSES ON S1 AND S3

-40

-35

-30

-25

-20

-15

-10

-5

0

-12 0 12 24 36 48 60 72Sensor Location (in)

Def

lect

ion

(mils

)

AND 5057 PASSES ON NORTH TEST ITEMS

Page 39: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 40: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

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

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 E1. HOURLY TEMPERATURE PROFILES ON 7/14/2006 - TEST ITEM S1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

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

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 E2. HOURLY TEMPERATURE PROFILES ON 7/14/2006 - TEST ITEM S2

E-1

Page 41: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

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

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

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

Page 42: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.074.0 75.0 76.0 77.0 78.0 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 E5. HOURLY TEMPERATURE PROFILES ON 7/25/2006 - TEST ITEM S2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.073.0 74.0 75.0 76.0 77.0 78.0 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 E6. HOURLY TEMPERATURE PROFILES ON 7/25/2006 - TEST ITEM S3

E-3

Page 43: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.076.5 77.0 77.5 78.0 78.5 79.0 79.5

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 E7. HOURLY TEMPERATURE PROFILES ON 8/15/2006 - TEST ITEM S1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.076.0 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

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 E8. HOURLY TEMPERATURE PROFILES ON 8/15/2006 - TEST ITEM S2

E-4

Page 44: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.075.5 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

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

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.073.0 73.5 74.0 74.5 75.0 75.5

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 E10. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S1

E-5

Page 45: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.072.5 73.0 73.5 74.0 74.5 75.0 75.5

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 E11. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.072.0 72.5 73.0 73.5 74.0 74.5 75.0

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 E12. HOURLY TEMPERATURE PROFILES ON 8/31/2006 - TEST ITEM S3

E-6

Page 46: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.070.5 71.0 71.5 72.0 72.5 73.0 73.5 74.0 74.5 75.0

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 E13. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.070.0 71.0 72.0 73.0 74.0 75.0

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 E14. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S2

E-7

Page 47: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.069.0 70.0 71.0 72.0 73.0 74.0 75.0

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 E15. HOURLY TEMPERATURE PROFILES ON 9/10/2006 - TEST ITEM S3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.069.0 70.0 71.0 72.0 73.0 74.0 75.0

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 E16. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S1

E-8

Page 48: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.069.0 70.0 71.0 72.0 73.0 74.0 75.0

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 E17. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.068.0 69.0 70.0 71.0 72.0 73.0 74.0 75.0

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 E18. HOURLY TEMPERATURE PROFILES ON 9/26/2006 - TEST ITEM S3

E-9

Page 49: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.054.0 56.0 58.0 60.0 62.0 64.0 66.0

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 E19. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.060.0 61.0 62.0 63.0 64.0 65.0 66.0

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 E20. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S2

E-10

Page 50: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.059.0 60.0 61.0 62.0 63.0 64.0 65.0

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 E21. HOURLY TEMPERATURE PROFILES ON 10/21/2006 - TEST ITEM S3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.055.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0

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 E22. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S1

E-11

Page 51: Improved Overlay Design Parameters for Concrete Airfield

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.059.2 59.4 59.6 59.8 60.0 60.2 60.4 60.6 60.8

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 E23. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.059.8 60.0 60.2 60.4 60.6 60.8

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 E24. HOURLY TEMPERATURE PROFILES ON 11/12/2006 - TEST ITEM S3

E-12

Page 52: Improved Overlay Design Parameters for Concrete Airfield

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

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

Page 53: Improved Overlay Design Parameters for Concrete Airfield

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

Page 54: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 55: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 56: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 57: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 58: Improved Overlay Design Parameters for Concrete Airfield

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

Page 59: Improved Overlay Design Parameters for Concrete Airfield

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

Page 60: Improved Overlay Design Parameters for Concrete Airfield

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

Page 61: Improved Overlay Design Parameters for Concrete Airfield

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

Page 62: Improved Overlay Design Parameters for Concrete Airfield

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

Page 63: Improved Overlay Design Parameters for Concrete Airfield

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

Page 64: Improved Overlay Design Parameters for Concrete Airfield

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

Page 65: Improved Overlay Design Parameters for Concrete Airfield

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

Page 66: Improved Overlay Design Parameters for Concrete Airfield

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

Page 67: Improved Overlay Design Parameters for Concrete Airfield

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

Page 68: Improved Overlay Design Parameters for Concrete Airfield

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

Page 69: Improved Overlay Design Parameters for Concrete Airfield

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

Page 70: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 71: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 72: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 73: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 74: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 75: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 76: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 77: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 78: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 79: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 80: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 81: Improved Overlay Design Parameters for Concrete Airfield

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

Page 82: Improved Overlay Design Parameters for Concrete Airfield

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

Page 83: Improved Overlay Design Parameters for Concrete Airfield

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

Page 84: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 85: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 86: Improved Overlay Design Parameters for Concrete Airfield

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

Page 87: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 88: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 89: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 90: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 91: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 92: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 93: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 94: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 95: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 96: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 97: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 98: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 99: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 100: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 101: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 102: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 103: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 104: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 105: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 106: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 107: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 108: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 109: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 110: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 111: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 112: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 113: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 114: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 115: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 116: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 117: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 118: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 119: Improved Overlay Design Parameters for Concrete Airfield

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

Page 120: Improved Overlay Design Parameters for Concrete Airfield

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

Page 121: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 122: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 123: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 124: Improved Overlay Design Parameters for Concrete Airfield

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

Page 125: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 126: Improved Overlay Design Parameters for Concrete Airfield

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

Page 127: Improved Overlay Design Parameters for Concrete Airfield

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)

Page 128: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 129: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 130: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 131: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 132: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 133: Improved Overlay Design Parameters for Concrete Airfield

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

Page 134: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 135: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 136: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 137: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 138: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 139: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 140: Improved Overlay Design Parameters for Concrete Airfield

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

Page 141: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 142: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 143: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 144: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 145: Improved Overlay Design Parameters for Concrete Airfield

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

Page 146: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 147: Improved Overlay Design Parameters for Concrete Airfield

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

Page 148: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 149: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 150: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 151: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 152: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 153: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 154: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 155: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 156: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 157: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 158: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 159: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 160: Improved Overlay Design Parameters for Concrete Airfield

-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

Page 161: Improved Overlay Design Parameters for Concrete Airfield

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

Page 162: Improved Overlay Design Parameters for Concrete Airfield

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

Page 163: Improved Overlay Design Parameters for Concrete Airfield

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

Page 164: Improved Overlay Design Parameters for Concrete Airfield

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

Page 165: Improved Overlay Design Parameters for Concrete Airfield

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

Page 166: Improved Overlay Design Parameters for Concrete Airfield

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

Page 167: Improved Overlay Design Parameters for Concrete Airfield

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

Page 168: Improved Overlay Design Parameters for Concrete Airfield

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

Page 169: Improved Overlay Design Parameters for Concrete Airfield

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

Page 170: Improved Overlay Design Parameters for Concrete Airfield

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

Page 171: Improved Overlay Design Parameters for Concrete Airfield

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

Page 172: Improved Overlay Design Parameters for Concrete Airfield

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

Page 173: Improved Overlay Design Parameters for Concrete Airfield

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

Page 174: Improved Overlay Design Parameters for Concrete Airfield

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

Page 175: Improved Overlay Design Parameters for Concrete Airfield

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

Page 176: Improved Overlay Design Parameters for Concrete Airfield

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

Page 177: Improved Overlay Design Parameters for Concrete Airfield

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

Page 178: Improved Overlay Design Parameters for Concrete Airfield

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

Page 179: Improved Overlay Design Parameters for Concrete Airfield

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

Page 180: Improved Overlay Design Parameters for Concrete Airfield

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

Page 181: Improved Overlay Design Parameters for Concrete Airfield

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

Page 182: Improved Overlay Design Parameters for Concrete Airfield

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

Page 183: Improved Overlay Design Parameters for Concrete Airfield

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

Page 184: Improved Overlay Design Parameters for Concrete Airfield

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

Page 185: Improved Overlay Design Parameters for Concrete Airfield

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

Page 186: Improved Overlay Design Parameters for Concrete Airfield

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

Page 187: Improved Overlay Design Parameters for Concrete Airfield

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

Page 188: Improved Overlay Design Parameters for Concrete Airfield

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

Page 189: Improved Overlay Design Parameters for Concrete Airfield

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

Page 190: Improved Overlay Design Parameters for Concrete Airfield

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

Page 191: Improved Overlay Design Parameters for Concrete Airfield

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

Page 192: Improved Overlay Design Parameters for Concrete Airfield

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

Page 193: Improved Overlay Design Parameters for Concrete Airfield

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

Page 194: Improved Overlay Design Parameters for Concrete Airfield

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

Page 195: Improved Overlay Design Parameters for Concrete Airfield

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

Page 196: Improved Overlay Design Parameters for Concrete Airfield

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)

Page 197: Improved Overlay Design Parameters for Concrete Airfield

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.

Page 198: Improved Overlay Design Parameters for Concrete Airfield

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

Page 199: Improved Overlay Design Parameters for Concrete Airfield

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

Page 200: Improved Overlay Design Parameters for Concrete Airfield

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

Page 201: Improved Overlay Design Parameters for Concrete Airfield

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

Page 202: Improved Overlay Design Parameters for Concrete Airfield

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

Page 203: Improved Overlay Design Parameters for Concrete Airfield

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

Page 204: Improved Overlay Design Parameters for Concrete Airfield

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