明涵尺寸及工程数量表
涵洞中心桩号 交角斜度（。）跨径(m)小桩号大桩号涵底纵坡路基边坡左侧路基宽中央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）
4777917900 4.04777915.004777919.000.005 1.512.0 2.012.026.000.120.240.30.34792251.6900 2.04792250.604792252.60-0.01 1.512.0 2.012.026.000.120.180.30.24792480740.99600004793182.9
900 2.04793181.90
4793183.90-0.01 1.512.0 2.012.026.000.120.180.30.24793480732.59100000
后坡度i(％)ω曲线长L切线长T外距E竖曲线起点桩号竖曲线终点桩号A1a2A2a3A3A4a5A5a6
前坡度i(％)
285142.50.074778242.54777957.5950.344777919.00950.164777919.00950.16950.424777915.00950.244777915.00 -0.35-0.84-0.0052941470.1847926274792333741.794792252.60741.614792252.60741.61741.794792250.60741.614792250.60 -0.84-0.50.00343401700.1447936504793310735.084793183.90734.904793183.90734.90735.094793181.90734.914793181.90
A6A7A8A9基础埋深A10A11A12A13A14iθφm L0s H1H2H3H4H5 950.24947.10947.13947.07 1.50945.57947.15947.05945.63945.550.50030 1.5 3.500.30 3.32 3.40 3.32 3.40 3.50 741.61739.80739.74739.87 1.50738.24739.71739.89738.21738.37-1.00030 1.5 1.700.20 2.16 2.16 2.16 2.16 2.34 734.91733.40733.37733.43 1.50731.87733.36733.44731.86731.93-0.50030 1.5 1.700.20 1.82 1.83 1.82 1.83 2.00
H6桩号台身平均高桩号台身平均高台身平均高度h1h2
h3h4h平均hz hy h0z h0y G1G2G3G4进口铺砌平均长出口铺砌平均长铺砌平均长度d1d2
3.58 3.38 3.46 3.42 3.93
4.01 4.01 4.09 4.01 1.52 1.50 1.12 1.10 4.21 4.33 4.37 4.49 4.27 4.43 4.350.500.002.34 2.22 2.22 2.22 2.80 2.80 2.64 2.64 2.72 1.50 1.52 1.10 1.12 2.54 2.54 2.28 2.35 2.54 2.32 2.430.500.002.01 1.88 1.89 1.89 2.44 2.45 2.37 2.38 2.41 1.50 1.51 1.10 1.11 2.01 2.03 1.89 1.93 2.02 1.91 1.970.500.00
d0X1H a b cβ大β小δ1δ2n1n2e1e2e3e4c1c2c平均f1f2 3.00950.24 3.17 1.02 1.120.0530.0030.000.360.36 3.32 3.320.230.430.230.430.350.350.35 1.18 1.21 3.00741.61 1.870.700.800.0530.0030.000.360.36 3.32 3.320.230.430.230.430.350.350.350.840.84 3.00734.91 1.540.700.800.0530.0030.000.360.36 3.32 3.320.230.430.230.430.350.350.350.730.74
翼墙端部平均宽E1E2E3E4W1W2垂裙平均长度铺砌平均宽度涵洞最小净高明暗涵判断f3f4f平均b1b2b3b4八字墙基平均宽
1.21 1.23 1.210.340.340.330.33 1.78
2.22 2.43 2.50 2.52 2.598.438.618.52 6.01 2.751
0.800.800.820.330.330.340.34 1.59 1.83 1.47 1.47 1.32 1.36 4.64 4.38 4.51 3.11 1.441
0.710.720.730.330.330.330.33 1.54 1.74 1.16 1.17 1.09 1.11 4.03 3.90 3.97 2.84 1.181