Abu-Farsakh, M. (2008). Field demonstration of new bridge approach slab designs and performance : [research project capsule] (Report No. 05¿1GT). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/22281
Abu-Farsakh, Murad. Field demonstration of new bridge approach slab designs and performance : [research project capsule]. Report no. 05¿1GT. Louisiana Transportation Research Center, 2008. https://rosap.ntl.bts.gov/view/dot/22281.
Abu-Farsakh, Murad Field demonstration of new bridge approach slab designs and performance : [research project capsule]. Louisiana Transportation Research Center, 2008, Report no. 05¿1GT, ROSA P. https://rosap.ntl.bts.gov/view/dot/22281.
A normal bridge approach slab in Louisiana is a reinforced concrete slab. It connects
;
the bridge deck to the adjacent paved roadway. Its intended functions are:
;
1. To span the void that may develop below the slab due to soil erosion or
;
embankment settlement;
;
2. To minimize slab deflection, which could result in settlement near the abutment;
;
3. To provide a ramp for the differential settlement between the embankment and
;
the abutment (this function is affected by the length of the approach slab and the
;
magnitude of the differential settlement); and
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4. To provide a better seal against water percolation and erosion of the
;
embankment.
Abu-Farsakh, M. (2008). Field demonstration of new bridge approach slab designs and performance : [research project capsule] (Report No. 05¿1GT). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/22281
Abu-Farsakh, Murad. Field demonstration of new bridge approach slab designs and performance : [research project capsule]. Report no. 05¿1GT. Louisiana Transportation Research Center, 2008. https://rosap.ntl.bts.gov/view/dot/22281.
Abu-Farsakh, Murad Field demonstration of new bridge approach slab designs and performance : [research project capsule]. Louisiana Transportation Research Center, 2008, Report no. 05¿1GT, ROSA P. https://rosap.ntl.bts.gov/view/dot/22281.
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