左3m中心 右3m面砟底砟面砟底砟总量440-0.056-0.071 -0.10920-0.0120.2 0.314026.0466.044600.1540.010200.047 0.2 0.35 35.53524.660.1354800.14-0.006-0.016200.063 0.2 0.36 34.01524.658.6155000.1940.0580.008400.052 0.2 0.35 70.05749.2119.2575400.144-0.05-0.04200.020 0.2 0.3238.13224.662.7325600.094 -0.029 -0.001200.007 0.2 0.3139.36724.663.9675800.04-0.036 -0.028200.073 0.2 0.37 33.06524.657.6656000.2490.1040.109200.1350.13 0.2333.57216.4850.0526200.230.070.05200.1230.140.24 34.16517.2351.3956400.1720.10.115200.097 0.2 0.4030.80124.655.4016600.1760.021-0.003200.082 0.2 0.38 32.19424.656.7946800.2110.0540.034200.077 0.2 0.38 32.71724.657.3177000.1630.02-0.022200.063 0.2 0.36 33.99924.658.5997200.1580.068 -0.008200.088 0.2 0.3931.6424.656.247400.2770.086 -0.053总计##########519.258 354.950874.2080800.048 -0.0410沙地坪2号右线大桥沙地坪1号右线中桥K67+K68+验收通过段道砟量计算里程里程差实测值与设计值之差 标高差平均值道砟量道砟厚度1/21左3m中心 右3m面砟底砟面砟底砟总量验收通过段道砟量计算里程里程差实测值与设计值之差 标高差平均值道砟量道砟厚度200.053 0.20.35 34.94924.659.5491000.185 -0.0030.13200.1040.150.2535.07618.3853.4561200.1460.0620.102200.1050.150.2535.01318.353.3131400.1040.0780.138200.084 0.20.38 32.00424.656.6041600.0580.0330.094200.060 0.20.36 34.33224.658.9321800.040.0140.119200.070 0.20.37 33.36624.657.9662000.0960.040.11200.091 0.20.39 31.30824.655.9082200.1260.0510.126200.091 0.20.39 31.38724.655.9872400.0970.0520.092200.074 0.20.3732.9724.657.572600.0510.0560.096200.081 0.20.38 32.30524.656.9052800.0790.0650.139200.095 0.20.39 30.97524.655.5753000.1580.0980.031200.138 0.130.23 33.44516.3249.7653200.1910.1490.201200.1890.110.2131.00713.2444.2473400.2170.1810.197200.2060.100.2030.23112.2642.4913600.1980.1860.255200.213 0.090.1929.88311.8241.703380200.1950.100.2030.72212.8843.6024000.1850.1980.203K68+2/21左3m中心 右3m面砟底砟面砟底砟总量验收通过段道砟量计算里程里程差实测值与设计值之差 标高差平均值道砟...
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