路基横断、宽度、横坡计算表桩 号K81+600K81+650K81+701K81+604K81+605K81+606K81+607K81+608K81+609K81+610K81+611设计高程1298.7321299.5921398.475847.43847.47847.5847.847.57847.61847.左1248.311249.171348.06-50.42797.01797.05797.08797.12797.15797.19797.22中1248.731249.591348.48-50797.43797.47797.5797.797.57797.61797.右1248.381249.241348.83-49.65797.78797.82797.85797.797.92797.96797.99左宽右宽20.9117.6220.917.6横坡左侧222222222222.00%高差右侧左侧右侧22222222222-0.42-0.35-0.42-0.35-0.420.35-0.420.35-0.420.35-0.420.35-0.420.35-0.420.35-0.420.35-0.420.35-0.420.35边坡(1：m)0.000坡脚宽填筑厚度050路基横断、宽度、横坡计算表桩 号K81+600K09+983.062K10+028.062K10+068.062K10+068.062K10+108.062K10+148.062K10+178.062K10+223.062K10+263.062K10+308.062K10+348.062设计高程1298.732847.29847.34847.38847.38847.43847.47847.5847.847.57847.61847.左#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?中#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?右#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?左宽12.5右宽11.5横坡左侧2222222222222.00%高差右侧左侧右侧21.740.51222222222#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?############################################################边坡(1：m)2.001.75坡脚宽填筑厚度#NAME?#NAME?#NAME?#NAME?
