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← Simplified Techniques for Evaluation and Interpretation of Pavement Deflections for Network-Level Analysis
Seismic Design of New Zealand Highway Bridges Under Spatially Varying Ground Excitations →

Inertial and Inclinometer Based Profiler Repeatability and Accuracy Using the International Roughness Index Model

2013-01-25

The Oregon Department of Transportation has released a report that evaluates the procedures, site, and equipment used for establishing a reference profile to be used in a certification process for inertial profilers, and evaluates the use of terrestrial laser scanning for pavement analyses.

Read the Report

This entry was posted in General News, New Technology, News, Pavement Design/Const., Pavement Pres. Apps., Studies / Reports, Treatments. Bookmark the permalink.
← Simplified Techniques for Evaluation and Interpretation of Pavement Deflections for Network-Level Analysis
Seismic Design of New Zealand Highway Bridges Under Spatially Varying Ground Excitations →

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