Using Existing Pavement in Place and Achieving Long Life (2014) / Chapter Skim
Currently Skimming:
Pages 103-108
The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.
From page 103... ...
103 A p p e n d i x C The decision tables developed for the R23 project were based on extensive literature review, on pavement design analysis, and in working with a number of engineers from state departments of transportation (DOTs) and industry.
|
From page 104... ...
104 The selection of the AC thickness is based on a drop-down menu of subgrade moduli equal to 5,000 psi, 10,000 psi, or 20,000 psi. The existing pavement shall be characterized by one of four possible moduli: 30,000 psi, 50,000 psi, 75,000 psi, or 100,000 psi.
|
From page 105... ...
105 Table C.1. Feasible Renewal Alternatives for Existing Flexible Pavements Distress Category Specific Distress Description Distress Present?
|
From page 106... ...
106Table C.2. Feasible Renewal Alternatives for Existing JPCP and JRCP Pavements Distress Category Specific Distress Description Distress Present?
|
From page 107... ...
107 Table C.2. Feasible Renewal Alternatives for Existing JPCP and JRCP Pavements Distress Category Specific Distress Description Distress Present?
|
From page 108... ...
108 Table C.3. Feasible Renewal Alternatives for Existing CRCP Pavements Distress Category Specific Distress Description Distress Present?
|
Key Terms
This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More
information on Chapter Skim is available.