ARMY TM 5-5420-212-10-1MARINE CORPS TM 08676A-10/1-1MinimumsNo of BaysA to FA’ to F’13, 14, 16 thru 200.6m1.4m151.1 m1.4 m211.14 m1.4 m221.6 m1.6 mFIGURE 3-15. Site Profile DS 13-22 Bay with LRSk.Slope check.(1)Longitudinal. Ensure that the difference in elevation between the F’ (use elevation of CRB) and F pegdoes not exceed 1/20 th of the total bridge length. If it does, either crib up, undertake a major construction project, or findanother centerline.(2)Transverse/Cross. Ensure that the transverse slope on both banks does not exceed 1/20 th of the bridgewidth (4.0 m) for 13 - 20 bays at MLC 70(T) and 21 and 22 bays at MLC 60. No transverse slope is permitted for 21 and 22bay at MLC 70(T) or any bridge at MLC 100(W).I.Calculate H and GCalculate the far bank height (H) and the ground (at tail of bridge) clearance (G) for later comparison against N (nose lift)and T (tail lift). The values of N, H, T and G are relative to a baseline drawn through the CRB and RRB.H = Elev F + ElevRRBx(L-0.5m)13.7 mG = Elev O - ElevRRBxRdistance13.7 m3-45
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