交叉口工程量计算表-道路工程Excel计算系列
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交叉设置及工程数量一览表
第 1 页共 4 页
占地
10 1.128100660.21
451189.533699.49
2171849.7441328.1220.227115 6.6820403.74820.8517.5820.846484.30829.35919.34934.33-0.1911.793 1.335 1.292085.651021.41214.12220107.06379.39856.99976.97996.97-0.2322.004 1.5 2.3331225.071237.69125.5314125.5333399.80469.50517.49525.49 1.53 6.0252 2.7091225.071237.69125.5316125.5333794.17841.46913.45925.45 1.218.026 1.5 1.9918327.038 1.90657.8616657.85941277.011173.811245.801257.80-0.379.837 1.766 1.76625133.831021.41
310.4716310.474
788.71932.811004.801016.80 2.248.0080.683 1.050.000.00
0.00122.50
55.89709.43979.401024.40-4.2028.259 1.627 1.6981512.0220273.68571.4116571.41231032.171138.161210.151222.15 1.188.9310 1.37 2.3811014.051245.87119.8515119.8514389.81506.48566.47576.47 1.147.0811 1.145 1.0121021.4125133.83310.4726155.237147.47342.22378.21384.21 1.128.0012 1.203 2.791230.831230.83123.3315123.3331398.33454.30514.29524.29 1.397.0013 1.949 1.9491021.411021.4185.652642.824302.73390.59426.59432.590.438.0014 1.018
1.0181021.411021.4185.65264
2.8246
3.0020
4.41240.40246.400.438.00151 1.361021.411021.418
5.652642.82475.49200.8123
6.80242.800.438.0016 2.589 2.5581021.411021.41
85.652642.824
566.74518.58554.57560.570.438.00170.538 2.050.000.00
0.00122012.01481.02744.99788.99-3.5624.27180.565 1.3181021.4125133.83310.4727155.237143.76238.06280.06287.06 1.049.00190.7 1.06220273.681512.02571.4116571.4123389.38767.39839.39851.38 1.188.93200.838 1.5381267.34108.90152.4715152.4704202.51361.78421.78431.780.937.32210.9410.9478 1.9018327.03657.8617657.8594419.05998.961082.951096.95-0.5811.14220.661 1.77518327.038 1.90657.8624328.9297453.19389.06413.05417.050.027.22230.985 1.05218221.68
8 3.42
450.21
2
5
225.1038172.07
354.26384.25389.250.367.77
2425
交叉类型被交道路面宽度
土方转角部分面积
A1转角半径R2转角部
分面积A2总转角面积2*A1+2*A2被交道原路面填土高度（M ）
转角
部分
平均填土转角半径R1