The rideability of a deflected bridge approach slab : research project capsule.
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2011-08-01
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Alternative Title:LTRC Project 02-2GT continuation : phase II
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OCLC Number:759109322
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Edition:Research project capsule.
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NTL Classification:NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and StructuresNTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and PerformanceNTL-HIGHWAY/ROAD TRANSPORTATION-MaterialsNTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance
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Abstract:The Localized Roughness Index (LRI) is a parameter that was developed at the Louisiana
Transportation Research Center (LTRC) to quantify localized pavement distresses, such as
pavement surface dips and bumps, concrete slab joint faulting, bridge-end bumps, potholes
and so forth (since there is currently no confi rmed method available that does this). LRI
quantifi es localized pavement distresses with respect to the ride comfort of drivers by
examining vehicular response through accelerometer outputs that high-speed profi lers
provide. However, this approach has signifi cant shortcomings that relate to transportability
issues. It has not yet been determined if the vehicular-response-based LRI can be made
repeatable from vehicle to vehicle (diff ering suspension systems produce diff ering rides over
the same profi le and therefore diff ering LRI indexes). Transportability has been recognized
as a major challenge for a number of decades, and it is widely known that it would be
exceedingly diffi cult to cost-eff ectively address the issue with current technology.
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