点名JH58LM58LM57LM56LM55LM54LM53LM52计算高程高差值距离(m)设计标高改正值(mm)平差后标高329.101316.804-1.076315.728-0.227315.5010.204315.7051.764317.4690.3935317.8632.2315320.0941.9875374322.082-1.397324320.685-9.2125326311.472-4.6305214306.842-8.557236298.285-12.769395285.566-7.579412277.9871.054296279.0413.0295466282.0712.2645160284.3355.345318289.6800.9735340290.654-14.2195584276.434-7.573262268.861-4.839160264.022372387215270310196329.101316.80400000316.804315.728315.501315.705317.469317.893320.094322.122320.685311.472306.842298.285285.616277.987317.851300LM51LM50LM49LM48LM47LM46LM45LM44LM43LM42LM41LM40LM39LM38LM37322.0654000005000282.066284.305289.6290000000重庆江喝高速公路JH-LM合同段四等水准测量成果平差计算
点名LM37LM36LM35LM34LM33JH97计算高程高差值距离(m)设计标高264.022-6.443257.579-5.4205252.1591.039253.1980.0515253.249290253.207240546180改正值(mm)00000平差后标高总计7873段
备注设计提供点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点加密点段
备注
因篇幅问题不能全部显示，请点此查看更多更全内容