桩号1+2501+2701+2901+3101+3301+3501+3701+3901+4101+4301+4501+4701+4901+5101+5301+5501+5701+5901+6101+6301+650中心路槽设西侧距中原地面高程路槽设计挖深（米）西侧距中原地面高程路槽设挖深（米）41.087941.77016.841.93041.2720.49841.4340.49640.886941.82016.841.97041.0710.74941.2330.73740.763941.54216.841.71540.9480.59441.1100.60540.640941.49216.541.65240.8250.66740.9830.66940.517941.43015.941.54040.7020.72840.8510.68940.394941.36015.341.56040.5790.78140.7190.84240.271941.19215.341.49040.4560.73640.5960.89540.148940.86415.341.00540.3330.53140.4730.53240.025940.66315.340.89240.2100.45340.3500.54339.902940.63515.340.85040.0870.54840.2270.62439.779940.50115.340.81139.9640.53740.1040.70739.656940.49315.340.62139.8410.65239.9810.64139.533940.18015.340.42039.7180.46239.8580.56339.410940.21515.340.26539.5950.62039.7350.53139.264940.00615.940.00539.4490.55739.5980.40739.113939.84616.840.35039.2980.54839.4600.89038.962939.59017.339.85239.1470.44339.3170.53538.811939.59017.339.93038.9960.59439.1660.76438.660939.64017.339.87038.8450.79539.0150.85538.509939.39017.339.63038.6940.69638.8640.76738.651939.26017.339.26538.8360.42439.0060.25912.61313.552平均挖深为西侧慢车道面积挖方体积2：8灰土碎石面积（20cm）水泥稳定碎石面积（16cm）0.623204.431996.243296.50253222.8425
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