The IC roller was checked for proper data collection, including The research team set up the IC roller using the data acquisition systemĭescribed in Chapter 4. The research team set up a base station or connected to the DOT or contractorâsģ. Personnel, identified a test section that at least spanned 60 m (200 ft.) in length and hadĢ. The research team, along with the contractor and DOT The following activities were undertaken at the construction sites:ġ.
Line passes during proof-mapping and sublots are illustrated in Figures 7-2 through 7-5. Actual test sections showing representative Structures of each test section are shown in Figure 7-1. Information about the test sites and the rollers used appears in Table 7-1, and the pavement The four sites were located in Minnesota, Ohio, and Texas. To help understand the variabilities associated with the construction and compaction phases The evaluation and validation processes at these sites were aimed To evaluate and validate the practicality of the developed forward models and backcalculationĪlgorithms under field conditions, four additional test construction sites were visited for actualįield implementation of IC. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages. Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book.