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Trr No. 1260 Pavement Design, Management And Performance., pp. 216-265 The following conclusions can be drawn : 1. Setting a depth to bedrock of 20 ft produced a better fit between measured and calculated depth deflections. 2. The average errors on the thicker sections (9 and 12) were acceptable (less than 9 percent per sensor), indicating that linear elasticity for backcalculating E values is…
Trr No. 1311 Pavement Design, Management And Performance, pp. 51-59 The use of high-speed weigh-in-motion (WIM) systems does eliminate the problems of high cost and slow static weight stations. However, another problem is usually generated--because it is easy to weigh all truck traffic with a WIM system, this type of system generates large amounts of data that require tremendous time and effor…