s Appendix B - Highway Concrete Technology Development and Testing Volume Iv:Field Evaluation of SHRP C-206 Test Sites (Early Opening of Full-Depth Pavement Repairs), July 2006 - FHWA-RD-02-085
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Publication Number: FHWA-RD-02-085
Date: July 2006

Appendix B

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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:

Table B1. Distress summary of SHRP C-206 (task D) sections in Georgia.
  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

Table B2. Distress summary of SHRP C-206 (task D) sections in Ohio.
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

Table B3. Faulting summary of SHRP C-206 (task D) sections in Ohio.
  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

 

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The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
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United States Department of Transportation - Federal Highway Administration