道路工程計算表格交叉口工程量計算表.XLS

《道路工程計算表格交叉口工程量計算表.XLS》由會員上傳分享，免費在線閱讀，更多相關(guān)內(nèi)容在行業(yè)資料-天天文庫。

交叉設(shè)置及工程數(shù)量一覽表沁陽紫陵至焦鞏黃河公路大橋施工設(shè)計工程及設(shè)備數(shù)量被交叉公路粗粒式瀝青中粒式瀝青序號中心樁號路面類型交叉形式交角（度）邊溝涵尺寸土方石灰土二灰土瀝青表處水泥穩(wěn)定碎路緣石側(cè)緣石占地鐵路等級混凝土混凝土322233（米）（m)（m）（m）（m2）石（m）22（m)（m)（m2)（m)（m)1K0+000二級路瀝青砼路面渠化交通島116211328.121849.741849.741849.743.951849.742K0+743縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角13012484.30829.35934.33919.34-0.19820.853K2+370縣鄉(xiāng)道土路加鋪轉(zhuǎn)角9022379.39856.99996.97976.97-0.23107.064K3+564機耕路土路加鋪轉(zhuǎn)角956399.80469.50525.49517.491.53125.535K4+104機耕路土路加鋪轉(zhuǎn)角958794.17841.46925.45913.451.21125.536K5+216機耕路土路加鋪轉(zhuǎn)角50101277.011173.811257.801245.80-0.37657.867K5+665縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角908788.71932.811016.801004.802.24310.478K6+196縣鄉(xiāng)道瀝青砼路面環(huán)形交叉1212855.89709.431024.40979.40-4.200.009K7+306.5縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角12091032.171138.161222.151210.151.18571.4110K7+627機耕路瀝青砼路面加鋪轉(zhuǎn)角1007389.81506.48576.47566.471.14119.8511K7+740縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角908147.47342.22384.21378.211.12155.2412K8+480.5機耕路瀝青砼路面加鋪轉(zhuǎn)角907398.33454.30524.29514.291.39123.3313K8+650村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角908302.73390.59432.59426.590.4342.8214K8+736村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角90863.00204.41246.40240.400.4342.8215K10+964村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角90875.49200.81242.80236.800.4342.8216K11+200村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角908566.74518.58560.57554.570.4342.8217K11+744二級路水泥砼路面環(huán)形交叉812412.01481.02788.99744.99-3.560.0018K12+935縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角909143.76238.06287.06280.061.04155.2419K13+296縣鄉(xiāng)道水泥砼路面加鋪轉(zhuǎn)角609389.38767.39851.38839.391.18571.4120K13+800機耕路水泥砼路面加鋪轉(zhuǎn)角707202.51361.78431.78421.780.93152.4721K14+046村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角13011419.05998.961096.951082.95-0.58657.8622K14+131.5機耕路瀝青砼路面加鋪轉(zhuǎn)角507453.19389.06417.05413.050.02328.9323K14+847機耕路瀝青砼路面加鋪轉(zhuǎn)角608172.07354.26389.25384.250.36225.1024252627282930合計10275.1115009.1516982.9516700.989.880.007229.19編制：復(fù)核：審核：總頁次 交叉設(shè)置及工程數(shù)量一覽表第1頁共4頁轉(zhuǎn)角被交道原部分轉(zhuǎn)角部轉(zhuǎn)角轉(zhuǎn)角部路面填土平均備注轉(zhuǎn)角半分面積半徑分面積總轉(zhuǎn)角面積石灰土水泥穩(wěn)定碎石瀝青表處路緣石邊溝涵尺寸高度填土被交道路223（m）（m）（m2）（m)（米）（M）高度徑R1A1R2A22*A1+2*A2交叉類型面寬度占地土方焦克路101.128100660.21451189.533699.492171849.7441328.121849.741849.741849.743.9520.91紫陵——濟源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41.52.3331225.071237.69125.5314125.5333399.80469.50517.49525.491.536.02葛村——大潘村522.7091225.071237.69125.5316125.5333794.17841.46913.45925.451.218.02葛村——小潘村61.51.9918327.0381.90657.8616657.85941277.011173.811245.801257.80-0.379.83葛村——南西村71.7661.76625133.831021.41310.4716310.474788.71932.811004.801016.802.248.00在郜莊鎮(zhèn)內(nèi)80.6831.050.000.000.00122.5055.89709.43979.401024.40-4.2028.25新濟路91.6271.6981512.0220273.68571.4116571.41231032.171138.161210.151222.151.188.93從義——柏香101.372.3811014.051245.87119.8515119.8514389.81506.48566.47576.471.147.08從義——柏香111.1451.0121021.4125133.83310.4726155.237147.47342.22378.21384.211.128.00從義——柏香121.2032.791230.831230.83123.3315123.3331398.33454.30514.29524.291.397.00從義——柏香131.9491.9491021.411021.4185.652642.824302.73390.59426.59432.590.438.00141.0181.0181021.411021.4185.652642.82463.00204.41240.40246.400.438.001511.361021.411021.4185.652642.82475.49200.81236.80242.800.438.00162.5892.5581021.411021.4185.652642.824566.74518.58554.57560.570.438.00170.5382.050.000.000.00122012.01481.02744.99788.99-3.5624.27180.5651.3181021.4125133.83310.4727155.237143.76238.06280.06287.061.049.00190.71.06220273.681512.02571.4116571.4123389.38767.39839.39851.381.188.93200.8381.5381267.34108.90152.4715152.4704202.51361.78421.78431.780.937.32洛常路210.9410.94781.9018327.03657.8617657.8594419.05998.961082.951096.95-0.5811.14220.6611.77518327.0381.90657.8624328.9297453.19389.06413.05417.050.027.22230.9851.05218221.6883.42450.2125225.1038172.07354.26384.25389.250.367.772425新孟路