s
U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
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This report is an archived publication and may contain dated technical, contact, and link information |
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Publication Number: FHWA-RD-02-085 Date: July 2006 |
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Appendix B presents the distress summary tables for the Georgia and Ohio sites. Surveys from 1994 through 1998 are summarized in these tables. The following distress types are covered:
Faulting, in | |||||||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Repair No |
Repair Len, ft |
f'c1 psi |
MR1 psi |
Transverse Cracking | Approach Joint | Leave Joint | |||||||||||||||||||||||
SHRP | 1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | ||||||||||||||
Section 1, GA DOT | |||||||||||||||||||||||||||||
1-1 | 8 | 2,250 | 365 | - | - | - | - | - | - | -0.07 | -0.02 | 0.01 | 0.01 | -0.04 | 0.15 | -0.02 | -0.04 | -0.04 | -0.08 | ||||||||||
1-3 | 8 | 2,050 | 350 | - | - | - | - | - | - | 0.00 | 0.02 | 0.00 | -0.04 | -0.07 | 0.00 | -0.01 | 0.01 | 0.00 | -0.02 | ||||||||||
1-4 | 8 | 2,050 | 350 | - | - | - | - | - | - | 0.02 | -0.01 | 0.01 | 0.06 | 0.00 | 0.12 | -0.01 | 0.00 | -0.01 | 0.00 | ||||||||||
1-5 | 8 | 1,950 | 340 | - | - | - | - | - | - | 0.00 | 0.00 | 0.01 | -0.02 | 0.01 | 0.05 | 0.00 | 0.00 | -0.03 | -0.04 | ||||||||||
1-6 | 8 | 1,950 | 340 | - | - | - | - | - | - | -0.01 | 0.01 | -0.02 | 0.00 | -0.03 | 0.06 | -0.01 | 0.00 | 0.00 | -0.02 | ||||||||||
1-7 | 15 | 1,900 | 330 | - | H | Replaced | -0.03 | n/a | n/a | n/a | n/a | 0.01 | n/a | n/a | n/a | n/a | |||||||||||||
1-8 | 15 | 2,250 | 365 | - | - | - | - | - | - | -0.02 | -0.01 | 0.01 | -0.02 | -0.03 | 0.12 | -0.01 | 0.00 | 0.03 | 0.00 | ||||||||||
1-9 | 8 | 2,250 | 360 | - | - | - | - | - | - | -0.02 | 0.00 | 0.03 | 0.08 | 0.04 | 0.02 | -0.01 | -0.01 | -0.02 | -0.02 | ||||||||||
1-9A | 18 | - | - | - | - | - | - | - | - | 0.01 | 0.02 | 0.02 | 0.06 | 0.03 | 0.05 | -0.01 | 0.00 | -0.05 | -0.04 | ||||||||||
1-10 | 8 | 2,150 | 360 | - | - | - | - | - | - | 0.01 | 0.01 | -0.01 | 0.00 | 0.00 | 0.09 | -0.01 | 0.01 | 0.00 | 0.01 | ||||||||||
1-11 | 15 | 1,800 | 320 | - | M | Replaced | -0.10 | n/a | n/a | n/a | n/a | 0.13 | n/a | n/a | n/a | n/a | |||||||||||||
1-12 | 8 | 1,700 | 310 | - | - | - | - | - | - | -0.10 | 0.03 | 0.02 | 0.04 | 0.06 | 0.05 | 0.00 | 0.02 | 0.01 | 0.02 | ||||||||||
1-13 | 8 | 1,650 | 305 | - | - | - | - | - | - | -0.04 | 0.00 | 0.00 | -0.01 | 0.01 | 0.08 | 0.01 | 0.02 | 0.03 | 0.06 | ||||||||||
1-14 | 15 | 1,550 | 295 | - | - | - | - | H | Replaced | 0.06 | 0.02 | 0.03 | 0.05 | n/a | 0.05 | -0.01 | -0.05 | -0.06 | n/a | ||||||||||
1-15 | 8 | 1,550 | 295 | - | - | - | - | Replaced | Replaced | -0.08 | 0.02 | 0.09 | n/a | n/a | 0.13 | -0.01 | -0.02 | n/a | n/a | ||||||||||
1-16 | 16 | 1,350 | 270 | - | - | - | - | M | M | -0.01 | 0.04 | 0.03 | -0.02 | -0.08 | 0.02 | -0.01 | -0.02 | -0.07 | -0.07 | ||||||||||
1-17 | 15 | 1,200 | 245 | - | - | - | H | Replaced | Replaced | -0.05 | 0.05 | 0.04 | n/a | n/a | 0.02 | -0.01 | 0.00 | n/a | n/a | ||||||||||
1-18 | 15 | 1,200 | 245 | - | - | - | - | - | - | -0.04 | 0.01 | 0.05 | 0.07 | 0.07 | 0.02 | -0.02 | 0.00 | -0.02 | -0.04 | ||||||||||
1-19 | 15 | 1,000 | 200 | - | - | - | - | - | - | 0.00 | 0.03 | 0.02 | 0.02 | 0.02 | -0.05 | -0.01 | 0.06 | 0.06 | -0.03 | ||||||||||
1-20 | 15 | 900 | 170 | - | - | - | - | - | - | -0.01 | 0.00 | -0.01 | -0.01 | -0.07 | -0.01 | -0.01 | 0.02 | -0.02 | -0.04 | ||||||||||
Percent Slab Cracking | Approach Joint Average | Leave Joint Average | |||||||||||||||||||||||||||
8-ft repairs | 0% | 0% | 0% | 0% | 10% | 10% | 1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | |||||||||||||
15-ft repairs | 0% | 20% | 200% | 30% | 50% | 50% | -0.02 | 0.01 | 0.02 | 0.02 | -0.01 | 0.06 | -0.01 | 0.00 | -0.01 | -0.02 | |||||||||||||
Section 2, FT I | |||||||||||||||||||||||||||||
2-3A | 7 | 1,300 | 250 | - | - | - | - | - | - | 0.00 | 0.05 | 0.05 | 0.05 | 0.05 | 0.02 | -0.01 | -0.03 | 0.00 | -0.03 | ||||||||||
2-4 | 10 | 1,300 | 245 | - | - | - | - | - | - | 0.02 | 0.04 | 0.04 | 0.07 | 0.05 | 0.00 | 0.00 | -0.01 | 0.01 | -0.02 | ||||||||||
2-5 | 6 | 1,250 | 245 | - | - | - | - | - | - | 0.04 | 0.06 | 0.02 | 0.02 | 0.05 | -0.05 | -0.01 | -0.03 | -0.01 | -0.04 | ||||||||||
2-6 | 12 | 1,250 | 245 | - | - | - | - | - | - | 0.05 | 0.05 | 0.04 | 0.01 | 0.01 | 0.00 | -0.02 | 0.02 | -0.01 | -0.01 | ||||||||||
2-7 | 10 | 1,250 | 245 | - | - | - | - | - | - | 0.00 | 0.01 | 0.02 | 0.00 | 0.03 | 0.09 | -0.01 | -0.05 | 0.04 | 0.01 | ||||||||||
2-8 | 10 | 1,250 | 240 | - | - | - | - | - | - | 0.04 | 0.07 | 0.02 | 0.04 | 0.02 | 0.02 | 0.05 | 0.00 | 0.01 | 0.03 | ||||||||||
2-9 | 10 | 1,200 | 230 | - | - | - | - | - | - | -0.01 | 0.02 | 0.03 | 0.06 | 0.03 | 0.09 | 0.02 | 0.03 | 0.02 | 0.02 | ||||||||||
2-10 | 10 | 1,200 | 230 | - | - | - | - | - | - | 0.03 | 0.00 | 0.05 | 0.02 | 0.01 | 0.02 | 0.04 | 0.00 | 0.02 | 0.00 | ||||||||||
2-11 | 10 | 1,150 | 230 | - | - | - | - | - | - | 0.06 | 0.09 | 0.04 | 0.03 | 0.01 | 0.07 | 0.00 | 0.01 | -0.02 | -0.03 | ||||||||||
2-12 | 6 | 1,150 | 225 | - | - | - | - | - | - | 0.06 | 0.04 | 0.18 | 0.20 | 0.29 | 0.08 | 0.08 | 0.07 | 0.09 | 0.08 | ||||||||||
2-13 | 11 | 1,150 | 225 | - | - | - | - | - | - | 0.05 | 0.10 | 0.06 | 0.04 | 0.08 | 0.28 | 0.09 | 0.10 | 0.19 | 0.14 | ||||||||||
2-14 | 6 | 1,100 | 220 | - | - | - | - | - | - | 0.00 | -0.01 | 0.00 | 0.01 | -0.02 | 0.12 | 0.05 | 0.06 | 0.07 | 0.07 | ||||||||||
2-15 | 6 | 1,100 | 215 | - | - | - | - | - | - | 0.02 | 0.11 | 0.05 | 0.05 | 0.07 | 0.09 | 0.02 | 0.02 | 0.03 | 0.01 | ||||||||||
2-16 | 6 | 1,100 | 215 | - | - | - | - | - | - | -0.01 | 0.01 | 0.00 | -0.01 | -0.04 | 0.07 | 0.01 | 0.01 | 0.00 | 0.05 | ||||||||||
2-17 | 6 | 1,000 | 205 | - | - | - | - | - | - | 0.01 | 0.04 | 0.04 | 0.03 | 0.02 | 0.07 | Replaced2 | |||||||||||||
2-18 | 7 | 1,000 | 205 | - | - | - | - | - | - | -0.02 | 0.03 | 0.01 | 0.02 | 0.05 | 0.00 | -0.01 | -0.01 | -0.03 | -0.08 | ||||||||||
Percent Slab Cracking | Approach Joint Average | Leave Joint Average | |||||||||||||||||||||||||||
6- and 7-ft repairs | 0% | 0% | 0% | 0% | 0% | 0% | 1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | |||||||||||||
10- and 12-ft repairs | 0% | 0% | 0% | 0% | 0% | 0% | 0.02 | 0.04 | 0.04 | 0.04 | 0.04 | 0.06 | 0.02 | 0.01 | 0.03 | 0.01 | |||||||||||||
Section 3, VES | |||||||||||||||||||||||||||||
3-2 | 12 | 2,600 | 365 | - | - | - | - | - | - | -0.06 | 0.01 | 0.01 | 0.00 | 0.00 | 0.01 | 0.01 | 0.01 | -0.02 | -0.03 | ||||||||||
3-3 | 12 | 2,500 | 360 | - | - | - | - | - | - | -0.07 | 0.08 | -0.01 | -0.02 | -0.05 | 0.01 | 0.01 | 0.00 | 0.07 | 0.03 | ||||||||||
3-4 | 12 | 2,450 | 350 | - | - | - | - | - | - | -0.09 | -0.01 | 0.03 | -0.06 | -0.07 | 0.01 | 0.06 | 0.03 | 0.05 | 0.02 | ||||||||||
3-5 | 12 | 2,350 | 335 | - | - | - | - | - | - | -0.07 | -0.01 | -0.01 | -0.05 | -0.08 | 0.05 | 0.04 | 0.00 | 0.01 | -0.02 | ||||||||||
3-6 | 8 | 2,350 | 335 | - | - | - | - | - | - | -0.12 | -0.01 | -0.09 | -0.06 | -0.08 | 0.02 | 0.02 | 0.02 | 0.01 | -0.03 | ||||||||||
3-7 | 12 | 2,200 | 320 | - | - | - | - | - | - | -0.18 | 0.00 | 0.03 | 0.01 | -0.01 | 0.08 | -0.01 | 0.01 | 0.03 | 0.01 | ||||||||||
3-8 | 8 | 2,100 | 305 | - | - | - | - | - | - | -0.05 | 0.00 | -0.03 | -0.02 | -0.08 | -0.01 | -0.01 | -0.04 | -0.02 | -0.07 | ||||||||||
3-9 | 8 | 2,050 | 300 | - | - | - | - | - | - | -0.04 | 0.01 | -0.03 | -0.05 | -0.06 | 0.00 | 0.01 | -0.02 | -0.01 | -0.04 | ||||||||||
3-10 | 12 | 2,000 | 295 | - | - | - | - | - | - | -0.01 | 0.00 | -0.02 | -0.02 | n/a2 | 0.03 | 0.01 | 0.01 | 0.00 | -0.03 | ||||||||||
3-11 | 12 | 1,950 | 290 | - | - | - | - | - | - | 0.01 | 0.02 | 0.01 | 0.04 | -0.03 | 0.03 | 0.05 | 0.00 | 0.02 | -0.04 | ||||||||||
3-12 | 8 | 1,800 | 270 | - | - | - | - | - | - | -0.05 | Replaced2 | 0.01 | -0.02 | -0.08 | -0.11 | -0.06 | |||||||||||||
3-13 | 8 | 1,800 | 270 | - | - | - | - | - | - | -0.05 | 0.03 | 0.04 | 0.05 | 0.00 | 0.04 | -0.01 | -0.03 | -0.04 | -0.02 | ||||||||||
3-14 | 12 | 1,700 | 260 | - | - | - | - | - | - | -0.08 | -0.03 | -0.04 | -0.01 | -0.05 | 0.06 | 0.00 | 0.00 | -0.02 | -0.05 | ||||||||||
3-15 | 9 | 1,650 | 255 | - | - | - | - | - | - | -0.01 | -0.04 | -0.03 | 0.00 | 0.00 | -0.02 | 0.02 | 0.01 | -0.02 | 0.00 | ||||||||||
3-16 | 12 | 1,550 | 230 | - | - | - | - | - | - | -0.05 | 0.03 | 0.02 | 0.03 | 0.02 | 0.07 | 0.01 | 0.02 | 0.02 | 0.02 | ||||||||||
3-17 | 8 | 1,500 | 225 | - | - | - | - | - | - | -0.01 | 0.00 | 0.01 | 0.00 | -0.05 | 0.02 | -0.01 | -0.01 | 0.01 | -0.07 | ||||||||||
3-18 | 8 | 1,500 | 225 | - | - | - | - | - | - | -0.08 | 0.08 | 0.01 | 0.06 | -0.01 | 0.05 | 0.00 | 0.00 | 0.03 | -0.02 | ||||||||||
3-19 | 8 | 1,050 | 165 | - | - | - | - | - | - | -0.07 | 0.05 | -0.03 | 0.01 | -0.05 | 0.01 | -0.02 | -0.03 | -0.01 | 0.01 | ||||||||||
3-20 | 8 | 1,000 | 155 | - | - | - | - | - | - | -0.01 | 0.00 | 0.01 | 0.04 | 0.02 | 0.03 | -0.01 | 0.00 | 0.00 | -0.02 | ||||||||||
Percent Slab Cracking | Approach Joint Average | Leave Joint Average | |||||||||||||||||||||||||||
8-ft repairs | 0% | 0% | 0% | 0% | 0% | 0% | 1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | |||||||||||||
12-ft repairs | 0% | 0% | 0% | 0% | 0% | 0% | -0.06 | 0.01 | -0.01 | 0.00 | -0.03 | 0.03 | 0.01 | -0.01 | 0.00 | -0.02 |
1Material properties at the time of opening to traffic; 2Repairs made adjacent to the existing repair.
1 m = 3.28 ft
1 MPa = 145.04 psi
No | Station | f'c1 psi |
MR1 psi |
Longitudinal Cracking | Transverse Cracking | Corner Breaks | |||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
SHRP | 1994 | 1995 | 1996 | 1997 | 1998 | SHRP | 1994 | 1995 | 1996 | 1997 | 1998 | SHRP | 1994 | 1995 | 1996 | 1997 | 1998 | ||||
HES - 10 to 26 hr Opening | |||||||||||||||||||||
A-2 | 148+17 | 4,650 | 520 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
A-3 | 148+57 | 4,600 | 520 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
A-4 | 148+82 | 4,450 | 510 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
A-5 | 149+00 | 4,350 | 500 | - | - | - | - | - | L | - | - | - | - | - | - | - | - | - | - | - | - |
A-6 | 149+21 | 3,800 | 455 | - | - | - | - | - | L | - | - | - | - | - | - | - | - | - | - | - | - |
A-7 | 149+40 | 3,750 | 455 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
A-8 | 149+53 | 3,750 | 455 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
A-9 | 149+65 | 3,700 | 450 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
A-10 | 150+05 | 3,700 | 450 | - | - | - | - | - | L | - | - | - | - | - | - | - | - | - | - | - | - |
Percent Slabs Cracked | 33% | 33% | 33% | 33% | 33% | 67% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | |||
FT I - 10 to 26 hr Opening | |||||||||||||||||||||
B-2 | 113+57 | 4,350 | 585 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
B-3 | 113+92 | 4,300 | 580 | - | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
B-4 | 114+56 | 4,300 | 575 | - | - | - | - | - | L | - | - | - | - | - | - | - | - | - | - | - | - |
B-5 | 114+96 | 4,100 | 560 | - | - | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
B-6 | 115+11 | 4,100 | 560 | - | - | - | - | - | L | - | - | - | - | - | - | - | - | - | - | - | - |
B-7 | 115+37 | 4,100 | 555 | - | L | L | M | M | M | - | - | - | - | - | - | - | - | - | - | - | - |
B-8 | 115+52 | 3,900 | 530 | L | L | L | M | M | M | - | - | - | - | - | - | - | - | - | - | - | - |
B-9 | 115+77 | 3,850 | 530 | L | L | L | L | L | L | - | - | - | - | - | L | - | 1L | 1L | 1L | 1L | 1L |
B-10 | 115+94 | 3,850 | 530 | - | L | L | L | L | L | - | - | - | - | - | L | - | - | - | - | - | - |
Percent Slabs Cracked | 22% | 56% | 67% | 67% | 67% | 89% | 0% | 0% | 0% | 0% | 0% | 22% | 0% | 11% | 11% | 11% | 11% | 11% | |||
PC 1 - 1 to 6 hr Opening | |||||||||||||||||||||
C-2 | 58+56 | 1,900 | 325 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
C-3 | 58+96 | 1,850 | 320 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-4 | 59+12 | 1,800 | 315 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-5 | 59+36 | 1,750 | 305 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-6 | 59+54 | 1,650 | 300 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-7 | 61+88 | 1,500 | 280 | - | 19942 | 19942 | 19942 | 19942 | 19942 | - | - | - | - | - | - | - | - | - | - | - | - |
C-8 | 62+18 | 1,500 | 275 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-9 | 62+29 | 1,300 | 255 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
C-10 | 63+00 | 1,150 | 230 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Percent Slabs Cracked | 11% | 22% | 22% | 22% | 22% | 22% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | |||
RSC 1 - 1 to 6 hr Opening | |||||||||||||||||||||
D-2 | 1828+72 | 4,100 | 480 | L | L | M | M | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-3 | 1829+11 | 3,950 | 460 | L | L | L | L | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-4 | 1829+83 | 3,900 | 455 | L | 19942 | 19942 | 19942 | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-5 | 1830+25 | 3,750 | 440 | - | L | L | M | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-6 | 1830+38 | 3,700 | 435 | L | L | L | L | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-7 | 1831+84 | 3,200 | 380 | L | L | M | M | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-8 | 1832+20 | 3,200 | 380 | L | L | L | L | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-9 | 1832+34 | 2,150 | 245 | L | L | L | M | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
D-10 | 1832+61 | 2,150 | 245 | L | L | L | L | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 | - | - | - | - | n/a4 | n/a4 |
Percent Slabs Cracked | 89% | 100% | 100% | 100% | - | - | 0% | 0% | 0% | 0% | - | - | 0% | 0% | 0% | 0% | - | - | |||
VES - 3 to 8 hr Opening | |||||||||||||||||||||
E-2 | 106+58 | 3,100 | 375 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
E-3 | 106+28 | 3,050 | 370 | HL | L | L | 19963 | 19963 | 19963 | - | - | H | 19963 | 19963 | 19963 | - | - | - | 19963 | 19963 | 19963 |
E-4 | 105+82 | 2,550 | 340 | - | L | L | L | L | L | - | - | - | - | - | - | - | 2L | 2L | 2L | 2L | 2L |
E-5 | 105+44 | 2,050 | 310 | HL | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
E-6 | 105+04 | 2,050 | 310 | L | L | L | L | L | L | - | - | - | - | - | 19983 | - | - | - | - | - | - |
E-7 | 104+65 | 1,300 | 260 | - | L | L | L | L | L | - | - | - | - | - | 19983 | - | - | - | - | - | - |
E-8 | 104+20 | 1,300 | 260 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
E-9 | 103+87 | 1,000 | 240 | - | L | L | L | L | L | - | - | - | - | - | - | - | 1L | 1L | 1L | 1L | 1L |
E-10 | 103+30 | 1,000 | 240 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Percent Slabs Cracked | 56% | 89% | 89% | 89% | 89% | 89% | 0% | 0% | 11% | 11% | 11% | 33% | 0% | 22% | 22% | 22% | 22% | 22% | |||
PC 2 - 3 to 8 hr Opening | |||||||||||||||||||||
F-2 | 112+02 | 1,500 | 290 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-3 | 111+77 | 1,400 | 275 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
F-4 | 111+65 | 1,400 | 270 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-5 | 111+45 | 1,350 | 260 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-6 | 111+24 | 1,350 | 255 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-7 | 111+07 | 1,300 | 250 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-8 | 110+29 | 1,250 | 250 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-9 | 109+91 | 1,200 | 235 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
F-10 | 109+40 | 1,150 | 220 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Percent Slabs Cracked | 11% | 11% | 11% | 11% | 11% | 11% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | |||
RSC 2 - 3 to 8 hr Opening | |||||||||||||||||||||
G-2 | 135+70 | 3,950 | 535 | - | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
G-3 | 134+73 | 3,350 | 500 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
G-4 | 133+69 | 3,150 | 465 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
G-5 | 133+42 | 3,150 | 465 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
G-6 | 132+67 | 2,600 | 420 | - | - | - | - | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
G-7 | 131+44 | 2,600 | 420 | - | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
G-8 | 131+11 | 2,150 | 375 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
G-9 | 129+94 | 1,950 | 350 | - | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
G-10 | 129+43 | 1,850 | 310 | - | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
Percent Slabs Cracked | 0% | 44% | 44% | 44% | 56% | 56% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | 0% | |||
FS - 3 to 8 hr Opening | |||||||||||||||||||||
H-2 | 152+53 | 5,250 | 540 | L | L | L | L | L | L | - | L | L | L | L | H | - | - | - | - | - | - |
H-3 | 151+11 | 5,500 | 565 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-4 | 149+48 | 5,150 | 535 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-5 | 148+66 | 5,100 | 530 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-6 | 147+57 | 4,550 | 470 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-7 | 147+03 | 4,450 | 465 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-8 | 146+68 | 1,100 | 135 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-9 | 145+04 | 1,100 | 135 | L | L | L | L | L | L | - | - | - | - | - | - | - | - | - | - | - | - |
H-10 | 144+25 | 1,100 | 135 | L | L | L | L | L | L | - | - | - | - | - | L | - | - | - | - | - | - |
Percent Slabs Cracked | 100% | 100% | 100% | 100% | 100% | 100% | 0% | 11% | 11% | 11% | 11% | 22% | 0% | 0% | 0% | 0% | 0% | 0% |
1Material properties at the time of opening to traffic.2Year removed;3Partially patched over with AC. 4Overlaid in 1996.
1 MPa = 145.04 psi
1 m = 3.28 ft
Faulting, in | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
No | Station | f'c1 psi |
MR1 psi |
Approach | Leave | ||||||||
1994 | 1995 | 1996 | 1997 | 1998 | 1994 | 1995 | 1996 | 1997 | 1998 | ||||
HES - 10 to 26 hr Opening | |||||||||||||
A-2 | 148+17 | 4,650 | 520 | -0.01 | -0.01 | 0.00 | 0.00 | 0.03 | 0.06 | 0.05 | 0.04 | 0.04 | 0.05 |
A-3 | 148+57 | 4,600 | 520 | -0.01 | 0.01 | 0.00 | 0.00 | 0.00 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 |
A-4 | 148+82 | 4,450 | 510 | 0.02 | 0.01 | 0.01 | 0.02 | 0.02 | 0.12 | 0.10 | 0.13 | 0.07 | n/a |
A-5 | 149+00 | 4,350 | 500 | -0.02 | -0.02 | 0.01 | -0.01 | -0.01 | 0.01 | 0.00 | -0.01 | -0.02 | -0.02 |
A-6 | 149+21 | 3,800 | 455 | 0.00 | -0.01 | -0.01 | -0.05 | 0.00 | 0.07 | 0.02 | 0.06 | 0.07 | 0.04 |
A-7 | 149+40 | 3,750 | 455 | -0.02 | -0.01 | -0.01 | -0.02 | 0.00 | 0.05 | 0.08 | 0.03 | 0.06 | 0.05 |
A-8 | 149+53 | 3,750 | 455 | -0.05 | -0.05 | -0.06 | -0.07 | -0.06 | -0.01 | 0.02 | 0.01 | -0.01 | 0.00 |
A-9 | 149+65 | 3,700 | 450 | 0.04 | 0.02 | 0.02 | 0.04 | 0.01 | 0.02 | 0.03 | 0.06 | 0.05 | 0.06 |
A-10 | 150+05 | 3,700 | 450 | -0.01 | -0.01 | 0.00 | -0.02 | -0.04 | 0.06 | 0.03 | 0.05 | 0.07 | 0.07 |
Average | -0.01 | -0.01 | 0.00 | -0.01 | -0.01 | 0.05 | 0.04 | 0.04 | 0.04 | 0.03 | |||
FT I - 10 to 26 hr Opening | |||||||||||||
B-2 | 113+57 | 4,350 | 585 | 0.03 | 0.02 | 0.01 | -0.01 | 0.03 | 0.06 | 0.01 | 0.04 | 0.00 | 0.04 |
B-3 | 113+92 | 4,300 | 580 | 0.01 | 0.03 | 0.01 | 0.03 | 0.04 | 0.12 | 0.10 | 0.12 | 0.13 | 0.13 |
B-4 | 114+56 | 4,300 | 575 | 0.01 | 0.00 | -0.02 | -0.04 | 0.00 | 0.00 | 0.00 | -0.01 | -0.03 | -0.02 |
B-5 | 114+96 | 4,100 | 560 | 0.00 | 0.00 | 0.01 | 0.01 | 0.03 | 0.13 | 0.10 | 0.10 | 0.10 | 0.10 |
B-6 | 115+11 | 4,100 | 560 | 0.01 | 0.01 | 0.02 | 0.05 | 0.06 | 0.07 | 0.04 | 0.03 | 0.05 | 0.06 |
B-7 | 115+37 | 4,100 | 555 | 0.00 | 0.01 | 0.03 | 0.06 | 0.07 | 0.12 | 0.05 | 0.03 | 0.00 | 0.09 |
B-8 | 115+52 | 3,900 | 530 | 0.04 | 0.04 | 0.06 | 0.10 | 0.20 | 0.01 | -0.02 | n/a | n/a | n/a |
B-9 | 115+77 | 3,850 | 530 | 0.04 | 0.02 | 0.04 | 0.03 | 0.01 | 0.09 | -0.02 | 0.00 | 0.04 | 0.04 |
B-10 | 115+94 | 3,850 | 530 | 0.01 | 0.03 | 0.02 | 0.04 | 0.04 | 0.01 | 0.02 | 0.03 | 0.02 | 0.00 |
Average | 0.02 | 0.02 | 0.02 | 0.03 | 0.05 | 0.07 | 0.03 | 0.04 | 0.04 | 0.06 | |||
PC 1 - 1 to 6 hr Opening | |||||||||||||
C-2 | 58+56 | 1,900 | 325 | 0.02 | 0.00 | 0.00 | -0.01 | 0.01 | 0.00 | -0.01 | -0.02 | -0.01 | 0.01 |
C-3 | 58+96 | 1,850 | 320 | 0.01 | 0.00 | -0.01 | -0.01 | -0.01 | 0.02 | -0.01 | 0.00 | 0.02 | -0.01 |
C-4 | 59+12 | 1,800 | 315 | -0.01 | 0.00 | 0.01 | -0.05 | -0.05 | 0.01 | -0.01 | 0.01 | -0.01 | 0.00 |
C-5 | 59+36 | 1,750 | 305 | 0.01 | 0.00 | -0.01 | -0.01 | -0.01 | 0.02 | 0.03 | 0.03 | 0.04 | 0.04 |
C-6 | 59+54 | 1,650 | 300 | -0.01 | -0.01 | 0.00 | -0.01 | 0.00 | 0.02 | 0.01 | 0.03 | 0.00 | 0.02 |
C-7 | 61+88 | 1,500 | 280 | 19942 | 19942 | 19942 | 19942 | 19942 | 19942 | 19942 | 19942 | 19942 | 19942 |
C-8 | 62+18 | 1,500 | 275 | 0.00 | -0.02 | -0.02 | -0.03 | -0.03 | 0.00 | 0.01 | 0.01 | -0.02 | 0.01 |
C-9 | 62+29 | 1,300 | 255 | 0.02 | 0.01 | 0.01 | 0.01 | 0.00 | 0.01 | 0.00 | 0.01 | -0.02 | -0.01 |
C-10 | 63+00 | 1,150 | 230 | 0.00 | -0.01 | -0.02 | 0.01 | -0.01 | 0.05 | 0.04 | 0.01 | -0.04 | 0.03 |
Average | 0.01 | 0.00 | -0.01 | -0.01 | -0.01 | 0.02 | 0.01 | 0.01 | -0.01 | 0.01 | |||
RSC 1 - 1 to 6 hr Opening | |||||||||||||
D-2 | 1828+72 | 4,100 | 480 | -0.28 | -0.28 | -0.27 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-3 | 1829+11 | 3,950 | 460 | -0.24 | -0.19 | -0.17 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-4 | 1829+83 | 3,900 | 455 | 19942 | 19942 | 19942 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-5 | 1830+25 | 3,750 | 440 | -0.10 | -0.07 | -0.07 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-6 | 1830+38 | 3,700 | 435 | -0.12 | -0.20 | -0.20 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-7 | 1831+84 | 3,200 | 380 | -0.18 | -0.18 | -0.16 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-8 | 1832+20 | 3,200 | 380 | -0.33 | -0.24 | -0.27 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-9 | 1832+34 | 2,150 | 245 | -0.16 | -0.14 | -0.10 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
D-10 | 1832+61 | 2,150 | 245 | 0.19 | -0.10 | -0.12 | n/a3 | n/a3 | 0.13 | 0.19 | 0.16 | n/a3 | n/a3 |
Average | -0.15 | -0.18 | -0.17 | n/a | n/a | 0.13 | 0.19 | 0.16 | n/a | n/a | |||
VES - 3 to 8 hr Opening | |||||||||||||
E-2 | 106+58 | 3,100 | 375 | 0.03 | 0.00 | 0.02 | 0.01 | 0.01 | 0.04 | 0.05 | 0.03 | 0.04 | 0.05 |
E-3 | 106+28 | 3,050 | 370 | -0.03 | -0.02 | 19963 | 19963 | 19963 | -0.02 | 0.00 | 19963 | 19963 | 19963 |
E-4 | 105+82 | 2,550 | 340 | 0.05 | 0.04 | 0.05 | 0.06 | 0.06 | 0.05 | -0.01 | 0.03 | 0.00 | 0.02 |
E-5 | 105+44 | 2,050 | 310 | 0.02 | 0.03 | 0.02 | 0.00 | 0.02 | 0.02 | 0.00 | 0.00 | 0.00 | 0.02 |
E-6 | 105+04 | 2,050 | 310 | -0.01 | -0.02 | -0.02 | -0.05 | -0.08 | 0.00 | -0.01 | -0.01 | 0.00 | 19983 |
E-7 | 104+65 | 1,300 | 260 | 0.01 | -0.02 | 0.00 | 0.00 | 19983 | 0.03 | 0.04 | 0.02 | 0.01 | 19983 |
E-8 | 104+20 | 1,300 | 260 | 0.01 | 0.00 | 0.01 | 0.00 | 0.01 | 0.05 | 0.04 | 0.04 | 0.05 | 0.08 |
E-9 | 103+87 | 1,000 | 240 | -0.01 | 0.00 | -0.01 | 0.03 | 19983 | 0.05 | 0.04 | 0.04 | 0.05 | 0.04 |
E-10 | 103+30 | 1,000 | 240 | 0.00 | -0.02 | -0.04 | -0.02 | -0.02 | 0.07 | 0.02 | 0.03 | 0.03 | 0.03 |
Average | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | 0.03 | 0.02 | 0.02 | 0.02 | 0.04 | |||
PC 2 - 3 to 8 hr Opening | |||||||||||||
F-2 | 112+02 | 1,500 | 290 | -0.03 | -0.04 | 0.00 | -0.01 | 0.00 | 0.00 | 0.01 | -0.01 | -0.03 | -0.02 |
F-3 | 111+77 | 1,400 | 275 | -0.01 | 0.00 | -0.01 | -0.02 | -0.02 | -0.01 | 0.00 | 0.00 | -0.01 | 0.00 |
F-4 | 111+65 | 1,400 | 270 | -0.01 | -0.01 | -0.01 | -0.01 | 0.02 | 0.07 | 0.08 | 0.07 | 0.07 | 0.07 |
F-5 | 111+45 | 1,350 | 260 | 0.00 | -0.02 | 0.02 | -0.01 | -0.01 | 0.04 | 0.07 | 0.07 | 0.04 | 0.04 |
F-6 | 111+24 | 1,350 | 255 | 0.02 | -0.01 | 0.00 | 0.01 | 0.03 | 0.02 | 0.01 | 0.02 | 0.01 | 0.03 |
F-7 | 111+07 | 1,300 | 250 | 0.01 | -0.03 | -0.02 | -0.02 | -0.01 | 0.04 | 0.00 | 0.03 | 0.04 | 0.02 |
F-8 | 110+29 | 1,250 | 250 | -0.03 | -0.06 | -0.01 | -0.03 | -0.03 | 0.02 | 0.02 | 0.02 | 0.02 | 0.01 |
F-9 | 109+91 | 1,200 | 235 | -0.01 | -0.01 | 0.01 | -0.01 | -0.01 | 0.06 | 0.05 | 0.04 | 0.03 | 0.03 |
F-10 | 109+40 | 1,150 | 220 | -0.01 | 0.00 | -0.02 | -0.01 | 0.00 | 0.03 | 0.03 | 0.02 | 0.02 | 0.02 |
Average | -0.01 | -0.02 | 0.00 | -0.01 | 0.00 | 0.03 | 0.03 | 0.03 | 0.02 | 0.02 | |||
RSC 2 - 3 to 8 hr Opening | |||||||||||||
G-2 | 135+70 | 3,950 | 535 | 0.03 | 0.05 | 0.07 | 0.06 | 0.09 | 0.00 | -0.01 | -0.02 | 0.02 | -0.02 |
G-3 | 134+73 | 3,350 | 500 | 0.00 | -0.02 | 0.01 | 0.00 | 0.01 | 0.01 | 0.07 | 0.09 | 0.07 | 0.08 |
G-4 | 133+69 | 3,150 | 465 | 0.05 | 0.06 | 0.05 | 0.07 | 0.05 | 0.06 | -0.03 | -0.02 | -0.03 | -0.05 |
G-5 | 133+42 | 3,150 | 465 | 0.04 | 0.02 | 0.00 | 0.00 | 0.01 | 0.06 | -0.01 | -0.02 | -0.04 | 0.00 |
G-6 | 132+67 | 2,600 | 420 | 0.00 | 0.03 | 0.02 | 0.04 | 0.01 | 0.01 | 0.00 | 0.02 | 0.0 | 1 0.04 |
G-7 | 131+44 | 2,600 | 420 | 0.05 | 0.08 | 0.05 | 0.02 | 0.02 | 0.02 | 0.00 | -0.02 | 0.00 | -0.03 |
G-8 | 131+11 | 2,150 | 375 | 0.00 | 0.02 | 0.00 | n/a | n/a | 0.05 | 0.03 | 0.03 | 0.02 | 0.01 |
G-9 | 129+94 | 1,950 | 350 | 0.01 | 0.05 | 0.07 | 0.03 | 0.04 | -0.03 | -0.03 | -0.04 | -0.06 | -0.04 |
G-10 | 129+43 | 1,850 | 310 | 0.01 | 0.02 | 0.01 | 0.05 | n/a | 0.04 | 0.03 | 0.03 | 0.06 | 0.06 |
Average | 0.02 | 0.03 | 0.03 | 0.03 | 0.03 | 0.02 | 0.01 | 0.01 | 0.01 | 0.01 | |||
FS - 3 to 8 hr Opening | |||||||||||||
H-2 | 152+53 | 5,250 | 540 | 0.01 | 0.00 | 0.01 | 0.02 | n/a | 0.06 | 0.02 | 0.05 | 0.06 | n/a |
H-3 | 151+11 | 5,500 | 565 | 0.05 | 0.03 | 0.02 | 0.03 | 0.01 | 0.11 | 0.07 | 0.10 | 0.05 | 0.07 |
H-4 | 149+48 | 5,150 | 535 | 0.04 | 0.02 | 0.04 | 0.01 | n/a | 0.06 | 0.04 | 0.03 | 0.04 | 0.00 |
H-5 | 148+66 | 5,100 | 530 | 0.04 | 0.02 | 0.01 | 0.01 | n/a | 0.00 | 0.00 | 0.01 | -0.01 | 0.00 |
H-6 | 147+57 | 4,550 | 470 | 0.02 | 0.00 | 0.00 | 0.00 | 0.03 | 0.05 | 0.00 | 0.01 | 0.02 | 0.04 |
H-7 | 147+03 | 4,450 | 465 | 0.02 | 0.00 | 0.00 | -0.01 | -0.01 | 0.00 | -0.01 | -0.01 | 0.00 | -0.01 |
H-8 | 146+68 | 1,100 | 135 | 0.01 | 0.00 | 0.02 | -0.02 | 0.10 | 0.04 | 0.03 | 0.08 | 0.07 | 0.07 |
H-9 | 145+04 | 1,100 | 135 | 0.00 | 0.02 | -0.01 | -0.02 | 0.01 | 0.04 | 0.00 | -0.01 | 0.02 | 0.00 |
H-10 | 144+25 | 1,100 | 135 | 0.05 | 0.04 | 0.03 | n/a | n/a | 0.04 | 0.03 | 0.01 | 0.02 | n/a |
Average | 0.03 | 0.01 | 0.01 | 0.00 | 0.03 | 0.04 | 0.02 | 0.03 | 0.03 | 0.02 |
1Material properties at the time of opening to traffic; 2Year removed; 3Partially patched over with AC.
1 MPa = 145.04 psi
1 in = 25.4 mm