Materials selection for concrete overlays : the final report Page: XV
xviii, 192 p. : col. ill. ; 28 cm.View a full description of this report.
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Figure 7.7: Notable distress on existing pavement and possible repairs for UBCOs [4] ........... 120
Figure 7.8: Notable distress on existing pavement and possible repairs for thick
w hitetoppings [4] ........................................................................................................... 120
Figure 7.9: Existing pavement, 2-in. thick asphalt separation layer, and concrete overlay
p lacem en t........................................................................................................................ 12 1
Figure 7.10: Carpet dragged surface texture..............................................................................124
Figure 7.11: Curing compound being promptly applied following paving operation................ 124
Figure 7.12: Early entry saw ing ................................................................................................. 125
Figure B. 1: Customized Restrained Shrinkage Specimens Layout ............................................ 184
Figure B.2: Circular Track Meter (CT Meter) Results .............................................................. 185XV
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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/m1/17/: accessed July 17, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu.; crediting UNT Libraries Government Documents Department.