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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Edition:Research project capsule.
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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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Main Document Checksum:urn:sha-512:46eadf2eaa91aaef32881f6d3f37f67ee82cdaafb8f68b1de355a5fc03f9fbda28daedf39bcdb3e321c96c35b5d2c92a24f1dd0f4fcbf0421fc1307158472f47