Behavior of FRP Link Slabs in Jointless Bridge Decks

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Cement</td><td align="center">222 kg/m3 (489 lb/yd3)</td></tr><tr><td align="left">Fly Ash</td><td align="center">55 kg/m3 (122 lb/yd3)</td></tr><tr><td align="left">Coarse aggregate pea gravel</td><td align="center">849 kg/m3 (1870 lb/yd3)</td></tr><tr><td align="left"> Natural Sand</td><td align="center">602 kg/m3 (1325 lb/yd3)</td></tr><tr><td align="left">Admixture (900 P0Y-5)</td><td align="center">0.53 liter/m3 (18 Oz/yd3)</td></tr><tr><td align="left">Air content</td><td align="center">0.05</td></tr><tr><td align="left">Slump</td><td align="center">125 mm (5 inch)</td></tr><tr><td align="left">Water</td><td align="center">112 liter/m3 (29.5 gal/yd3)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab1

Table 1

Table 1: Behavior of FRP Link Slabs in Jointless Bridge Decks 