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National Conference on Preservation, Repair, and Rehabilitation of Concrete Pavements

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Academic year: 2018

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Figure

Figure 1. Schematic and general rolling dynamic deflectometer arrangement   with typical rolling sensor configuration
Figure 2. Comparison of ability to resist reflective cracking for   materials A and B after 2 years of traffic
Figure 4. Pavement conditions along IH-20 (A) before milling, (B) after milling and   before overlay, and (C) with reflected cracks 1 year after overlay
Figure 1. National calibration plot for transverse cracking of unbonded JPCP overlays
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