ARMY TM 5-5420-212-10-1MARINE CORPS TM 08676A-10/1-1Figure 3-7 Site Profile for Push LaunchFIGURE 3-8 Site Profile for Jack Launch.k.Slope check(1)Longitudinal. Ensure that the difference in elevation between the F’ (use elevation of RB) and F pegdoes not exceed 1/lo th of the total bridge length. If it does, it will be necessary to crib up, undertake a major constructionproject, or find another centerline.(2)Transverse/cross. Ensure that the transverse slope on both banks does not exceed 1/10th of the bridgewidth (4.0 m) for MLC 60 and below and 1/20 th of the bridge width (4.0 m) for MLC 61 and over. No transverse slope ispermitted for MLC 100(W).3-22
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