Materials selection for concrete overlays : the final report Page: 47
xviii, 192 p. : col. ill. ; 28 cm.View a full description of this report.
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Table 3.9: US 281 survey - Southbound direction
Cumulative Minor
Mileage CMin Delaminations Comments
Distance (ft) Spalls528
1056
1584
2112
2640
3168
3696
4224
4752
5280
5808
6336
686447
0.0 to 0.1
0.1 to 0.2
0.2 to 0.3
0.3 to 0.4
0.4 to 0.5
0.5 to 0.6
0.6 to 0.7
0.7 to 0.8
0.8 to 0.9
0.9 to 1.0
1.0 to 1.1
1.1 to 1.2
1.2 to 1.3
1.3 to 1.4
1.4 to 1.5
1.5 to 1.6
1.6 to 1.7
1.7 to 1.8
1.8 to 1.9
1.9 to 2.0
2.0 to 2.1
2.1 to 2.2
2.2 to 2.3
2.3 to 2.4
2.4 to 2.5
2.5 to 2.6
2.6 to 2.7
2.7 to 2.8
2.8 to 2.9
2.9 to 3.0
3.0 to 3.1
3.1 to 3.2
3.2 to 3.3Small delamination at construction joint (966)
Diamond grinding starts at 1160
Diamond grinding ends at 1914
Bridge starts at 3620
Bridge ends at 5420
Small delamination at 6450
Small delamination at 6666
Bridge starts at 6819
RM 194 at 7148
Bridge ends at 8629
Punchout at joint (inside lane)
Bridge starts at 11792
Bridge ends at 13664
Small delamination at 15188
Bridge starts at 15582
RM 196 at 17341
End of BCO at 174207392
7920
8448
8976
9504
10032
10560
11088
11616
12144
12672
13200
13728
14256
14784
15312
15840
16368
16896
174200 1 1 1
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Kim, Dong H.; Fowler, David W.; Ferron, Raissa P.; Trevino, Manuel M. & Whitney, David P. Materials selection for concrete overlays : the final report, report, July 2012; Austin, Texas. (https://texashistory.unt.edu/ark:/67531/metapth303706/m1/67/: accessed July 17, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu.; crediting UNT Libraries Government Documents Department.