ABSTRACT
L bridge span 60 ft LL live load HL-93 FWS future wearing surface (bituminous concrete) 3 in f′c concrete strength 5.0 ksi ADTT average daily truck traffic 250 fatigue design life 75 years New Jersey barrier 0.45 kips/ft each w roadway width 43 ft wc dead load of concrete 150 lbf/ft3
ww dead load of wearing surface 140 lbf/ft3
(bituminous concrete)
Please see Figure 3.1.
