1、交交叉叉设设置置及及工工程程数数量量一一览览表表沁阳紫陵至焦巩黄河公路大桥施工设计序号中心桩号被交叉公路铁路等级路面类型交叉形式交角（度）工 程 及 设 备 数 量边沟涵尺寸（米）土 方（m3)石灰土 （m2）二灰土（m2）沥青表处（m2）水泥稳定碎石（m2）粗粒式沥青混凝土（m2)中粒式沥青混凝土（m2)路缘石（m3)侧缘石（m3)占地（m2)1K0+000二级路沥青砼路面渠化交通岛116211328.121849.741849.741849.743.951849.742K0+743县乡道沥青砼路面加铺转角13012484.30829.35934.33919.34-0.19820.853K22、+370县乡道土路加铺转角9022379.39856.99996.97976.97-0.23107.064K3+564机耕路土路加铺转角956399.80469.50525.49517.491.53125.535K4+104机耕路土路加铺转角958794.17841.46925.45913.451.21125.536K5+216机耕路土路加铺转角50101277.011173.811257.801245.80-0.37657.867K5+665县乡道沥青砼路面加铺转角908788.71932.811016.801004.802.24310.478K6+196县乡道沥青砼路面环形交叉1212853、5.89709.431024.40979.40-4.200.009K7+306.5县乡道沥青砼路面加铺转角12091032.171138.161222.151210.151.18571.4110K7+627机耕路沥青砼路面加铺转角1007389.81506.48576.47566.471.14119.8511K7+740县乡道沥青砼路面加铺转角908147.47342.22384.21378.211.12155.2412K8+480.5机耕路沥青砼路面加铺转角907398.33454.30524.29514.291.39123.3313K8+650村内路水泥砼路面加铺转角908302.73394、0.59432.59426.590.4342.8214K8+736村内路水泥砼路面加铺转角90863.00204.41246.40240.400.4342.8215K10+964村内路水泥砼路面加铺转角90875.49200.81242.80236.800.4342.8216K11+200村内路水泥砼路面加铺转角908566.74518.58560.57554.570.4342.8217K11+744二级路水泥砼路面环形交叉812412.01481.02788.99744.99-3.560.0018K12+935县乡道沥青砼路面加铺转角909143.76238.06287.06280.061.5、04155.2419K13+296县乡道水泥砼路面加铺转角609389.38767.39851.38839.391.18571.4120K13+800机耕路水泥砼路面加铺转角707202.51361.78431.78421.780.93152.4721K14+046村内路水泥砼路面加铺转角13011419.05998.961096.951082.95-0.58657.8622K14+131.5机耕路沥青砼路面加铺转角507453.19389.06417.05413.050.02328.9323K14+847机耕路沥青砼路面加铺转角608172.07354.26389.25384.250.3626、25.1024252627282930合计10275.1115009.1516982.9516700.989.880.007229.19编制：复核：审核：总页次第 1 页共 4 页备 注被交道原路面填土高度（M）转角部分平均填土高度（M）转角半径R1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交叉类型被交道路面宽度土方占地石灰土（m2）水泥稳定碎石（m2）沥青表处（m2）路缘石（m3)边沟涵尺寸（米）焦克路10 1.128100660.2145 1189.533699.49217 1849.7441328.121849.741849.741849.743.9520.7、91紫陵济源20.2271156.6820403.74820.8517.5820.846484.30829.35919.34934.33-0.1911.79通往王村31.3351.292085.651021.41214.12220107.06379.39856.99976.97996.97-0.2322.00沁伏路 41.5 2.3331225.071237.69125.5314 125.5333399.80469.50517.49525.491.536.02葛村大潘村52 2.7091225.071237.69125.5316 125.5333794.17841.46913.45925.458、1.218.02葛村小潘村61.51.9918327.0381.90657.8616 657.85941277.011173.811245.801257.80-0.379.83葛村南西村71.766 1.76625133.831021.41310.4716310.474788.71932.811004.801016.802.248.00在郜庄镇内80.6831.050.000.000.00122.5055.89709.43979.401024.40-4.2028.25新济路91.627 1.6981512.0220273.68571.4116 571.41231032.171138.161219、0.151222.151.188.93从义柏香101.37 2.3811014.051245.87119.8515 119.8514389.81506.48566.47576.471.147.08从义柏香111.145 1.0121021.4125133.83310.4726155.237147.47342.22378.21384.211.128.00从义柏香121.2032.791230.831230.83123.3315 123.3331398.33454.30514.29524.291.397.00从义柏香131.949 1.9491021.411021.4185.652642.824310、02.73390.59426.59432.590.438.00141.018 1.0181021.411021.4185.652642.82463.00204.41240.40246.400.438.00 1511.361021.411021.4185.652642.82475.49200.81236.80242.800.438.00162.589 2.5581021.411021.4185.652642.824566.74518.58554.57560.570.438.00170.5382.050.000.000.00122012.01481.02744.99788.99-3.5624.2711、180.565 1.3181021.4125133.83310.4727155.237143.76238.06280.06287.061.049.00190.7 1.06220273.681512.02571.4116 571.4123389.38767.39839.39851.381.188.93200.838 1.5381267.34108.90152.4715 152.4704202.51361.78421.78431.780.937.32洛常路 210.941 0.94781.9018327.03657.8617 657.8594419.05998.961082.951096.95-0.5811.14220.661 1.77518327.0381.90657.8624 328.9297453.19389.06413.05417.050.027.22230.985 1.05218221.6883.42450.2125 225.1038172.07354.26384.25389.250.367.772425新孟路