Martinez, M. (2014). The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II) (Report No. FHWA/LA.14/531). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/28351
Martinez, Mark. The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II). Report no. FHWA/LA.14/531. Louisiana Transportation Research Center, 2014. https://rosap.ntl.bts.gov/view/dot/28351.
Martinez, Mark The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II). Louisiana Transportation Research Center, 2014, Report no. FHWA/LA.14/531, ROSA P. https://rosap.ntl.bts.gov/view/dot/28351.
This report presents the findings associated with an effort to develop a complementary pavement
;
roughness indexing system that utilizes the 25 ft. Moving Baselength Roughness Index (IRI25-ft)
;
alongside the posted speed localized roughness index (LRIPS) to find, index, and detect the types of
;
bumps that appear on Louisiana highways. Currently established pavement roughness indices, such as
;
ride number (RN), profile index (PI), and international roughness index (IRI), cannot effectively locate
;
the position of bumps on the pavement due to inherent limitations. The complimentary index being
;
proposed is intended to overcome these limitations.
;
The IRI25-ft represents a methodology that the pavement indexing community has begun to utilize to
;
evaluate bumps. For the purposes of this research, it is to be employed to index bump magnitude. The
;
LRIPS was developed in a previous study carried out at the Louisiana Transportation Research Center
;
(LTRC). For the purposes of this research, it is to be employed to locate the position of bumps on
;
roadways and to identify bump type like faults and angle changes.
Martinez, M. (2014). The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II) (Report No. FHWA/LA.14/531). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/28351
Martinez, Mark. The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II). Report no. FHWA/LA.14/531. Louisiana Transportation Research Center, 2014. https://rosap.ntl.bts.gov/view/dot/28351.
Martinez, Mark The rideability of a deflected bridge approach slab (LTRC project 02-2GT continuation : phase II). Louisiana Transportation Research Center, 2014, Report no. FHWA/LA.14/531, ROSA P. https://rosap.ntl.bts.gov/view/dot/28351.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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