Field and laboratory investigations for Full Depth Reclamation projects Page: 54
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7 in. HMA,
7 in. RAP/base blend, and
13 in. sandstone base over black clay.Figure 6.2. Coring on Business (US) 289.
Figure 6.3. Typical Section on Business (US) 289.
PAVEMENT REPAIR RECOMMENDATIONS
Since the most severely distressed locations are confined to locations ranging only from 100 to
750 ft long, the Dallas District desired localized repair options within the scope of maintenance
activities. Based on the pavement structure and distress, the following four options are suggested
for the district's consideration.54
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Sebesta, Stephen; Scullion, Thomas & Estakhri, Cindy K. Field and laboratory investigations for Full Depth Reclamation projects, report, March 2011; College Station, Texas. (https://texashistory.unt.edu/ark:/67531/metapth303679/m1/68/?q=%222008~%22: accessed July 17, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu; crediting UNT Libraries Government Documents Department.