涵洞中心桩号47779174792251.793182.9
交角斜度（。）跨径(m)小桩号9004.04777915.009002.04792250.609002.04793181.90
大桩号涵底纵坡路基边坡左侧路基宽分隔带宽右侧路基宽路基宽度（m）面层厚度(m)板厚(m)台帽厚度（m）的搭接宽度（变坡点桩号变坡点高程H（m）竖曲线半径R（m）4777919.000.0051.512.02.012.026.000.120.240.30.34778100946.831500004792252.60-0.011.512.02.012.026.000.120.180.30.24792480740.99600004793183.90-0.011.512.02.012.026.000.120.180.30.24793480732.59100000
前坡度i1(％)后坡度i2(％)坡差ω曲线长L切线长T
-1.94-1.750.0019285142.5-0.35-0.84-0.005294147-0.84-0.50.0034340170外距E竖曲线起点桩号竖曲线终点桩号A1
0.074778242.54777957.5950.340.1847926274792333741.790.1447936504793310735.08a2
4777919.004792252.604793183.90A2950.16741.61734.90a34777919.004792252.604793183.90A3950.16741.61734.90A4950.42741.79735.09a54777915.004792250.604793181.90A5950.24741.61734.91a777915.004792250.604793181.90
A6950.24741.61734.91A7947.10739.80733.40A47.13739.74733.37A9947.07739.87733.43基础埋深A101.50945.571.50738.241.50731.87A11
947.15739.71733.36A12947.05739.733.44A13945.63738.21731.86A14945.55738.37731.93i0.50-1.00-0.50θ000φ303030m1.51.51.5
L03.501.701.70s0.300.200.20H13.322.161.82H23.402.161.83H33.322.161.82H43.402.161.83H53.502.342.00
H6桩号台身平均高桩号台身平均高台身平均高度h13.583.383.463.423.932.342.222.222.222.802.011.881.1.2.44h2
4.012.802.45h34.012.2.37h44.092.2.38h平均4.012.722.41hz1.521.501.50hy1.501.521.51h0z1.121.101.10h0y1.101.121.11G14.212.542.01G24.332.542.03G34.372.281.G4进口铺砌平均长出口铺砌平均长铺砌平均长度d14.494.274.434.350.502.352.542.322.430.501.932.021.911.970.50d2
0.000.000.00
d03.003.003.00X1950.24741.61734.91H3.171.871.54a1.020.700.70b1.120.800.80c0.050.050.05β大30.0030.0030.00β小30.0030.0030.00δ10.360.360.36δ20.360.360.36n13.323.323.32n23.323.323.32e10.230.230.23e20.430.430.43e30.230.230.23e40.430.430.43c10.350.350.35c20.350.350.35c平均0.350.350.35f11.180.840.73f21.210.840.74
f31.210.800.71f41.230.800.72f平均1.210.820.73b10.340.330.33b20.340.330.33b30.330.340.33b4八字墙基平均宽翼墙端部平均宽E10.331.782.222.430.341.591.831.470.331.541.741.16E2
2.501.471.17E32.521.321.09E42.591.361.11W18.434.4.03W28.614.383.90垂裙平均长度
8.524.513.97铺砌平均宽度
6.013.112.84涵洞最小净高明暗涵判断
2.7511.4411.181
