Oct 28, 2020 · (*) At the end of the bridge and intermediate points where the continuity of the slab is broken, the edges of the slab shall be supported by diaphragms or other suitable means as specified in LRFD 9.4.4. Top horizontal members shall be designed for vertical live and dead loads. 7220.127.116.11 Part Elevation of Girders
clearance between the edge of the beam and the supporting 1/2 diameter coil bolt. Turning the coil nuts will raise/lower the bridge deck formwork to grade. Any adjustment must always maintain a thread penetration greater than 1/2 when measured from the top of the coil nut. C49, C49D, C49S and C49JR Bridge Overhang BracketsThe diagonal leg of all versions of the C49 Bridge Overhang Bracket have a SWL of 3,750 lbs based on an approximate factor of safety of 2 to 1. Horizontal Channels The horizontal channels are fabricated from back to back, unequal leg, 54" long, channel sections using 12 gauge HRP&O, high strength, low alloy steel ASTM A-570 Grade 50 standards. This
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