架梁工期分析

哈大铁路客运专线17#梁场箱梁架设工期分析表路基起讫里程（km）序号工点名称长度（m）起点里程终点里程预制梁数量制梁场及孔跨布置运梁半径架设方向8km以8km~1212km以km内上开始时间完成时间架梁时间特殊孔跨完成时间预压开始时间2008.05.22预压完成时间2009.04.15 1 路基 DK579+140～DK579+333.52段，长度193.52m，填高0.886m， 工期2008.5.1--2008.5.2132m77孔DK579+333.52DK581+971.9024m2孔32m2孔DK581+971.90DK582+085.40（32+48+32）32m2孔24m1孔32m17孔2立白特大桥5336.56DK582+731.80DK582+877.50142（40++40）32m6孔24m4孔32m30孔DK584+1.03DK584+427.83（40+3×+40）32m1孔DK584+460.53DK584+670.08（32+3×48+32）（32+2X48+32）（32+3X48+32）32m1孔DK586+481.04DK586+690.（32+3X48+32）32m34孔6红嘴河特大桥3847.599724m2片（32+48+32）32m36孔24m4片32009.08.072009.08.042009.08.302009.08.063422009.09.032009.09.022009.09.252009.09.022008.08.0912009.09.282009.09.282008.08.0912009.10.012009.10.012009.05.25302009.11.072009.11.032009.10.042009.11.122009.11.062009.11.022009.06.1821172010.04.022010.04.012009.11.152010.04.032010.04.012009.11.302009.06.1877222010.04.102010.04.082010.04.062010.06.252010.04.092010.04.072009.05.25 3 路基 DK584+675.48～DK585+835.70段,长度1159.12,填高9.69m， 工期2008.04.01--2008.10.1药厂立交大桥172.60DK585+834.70DK586+007.302008.08.092008.10.262009.05.30 5 路基 DK586+007.30～DK586+233.29段,长度225.99m, 填高8.102m， 工期2008.5.1--2008.10.7DK586+233.29DK586+448.342008.08.092008.10.072009.05.25DK587+851.83DK587+965.3332m18孔DK5+799.44DK590+042.62DK590+042.62DK590+080.88（48+80+48）32m2孔182009.07.232009.08.032008.10.2322009.07.202009.07.202008.08.292009.4.30 7 路基 DK590+080.88～DK591+146.12段,长度1065.24m, 填高4.997m， 工期2008.5.1--2008.8.288小塔特大桥599.74DK591+146.12DK591+745.861832m18孔182009.07.092009.07.17 9 路基 DK591+745.88～DK592+462.95段,长度717.07m, 填高3.817m， 工期2008.5.1--2008.7.3010小塔子大桥338.10DK592+462.95DK592+801.051032m10孔102009.07.022009.07.062008.08.012009.04.25 11 路基 DK592+810.05～DK593+879.60段,长度1078.55m, 填高5.362m， 工期2008.5.1--2008.9.412英城大桥370.80DK593+879.60DK594+250.401132m11孔112009.06.252009.06.292008.09.052009.04.20 13 路基 DK594+250.40～DK595+160.70段,长度910.30m, 填高4.597m， 工期2008.4.1--2008.7.1714龙王庙大桥174.60DK595+160.70DK595+335.30532m5孔52009.06.202009.06.222008.07.182009.04.15 15 路基 DK595+335.30～DK595+2.49段,长度557.19m, 填高3.957m， 工期2008.4.1--2008.7.716三岔河特大桥1952.80DK595+2.49DK597+113.503732m37孔372009.05.312009.06.172008.07.082009.04.10 17 路基 DK597+113.50～DK598+687.20段,长度1573.70,填高5.16m， 工期2008.4.1--2008.7.4 17#制梁场 DK598+20018八棵树立交特大桥靠山屯特大桥1711.58DK598+687.20DK600+398.785232m52孔522008.08.012008.08.262008.07.052009.04.0519 路基 DK600+398.78～DK602+407.3段，长度2008.52m，填高7.207m 工期2008.4.1--2008.7.15201516.05DK602+407.30DK603+923.3632m46孔462008.08.292008.09.202009.05.292009.11.30 21 路基 DK603+923.35～DK605+061.85段，长度1138.50m，填高2m， 工期2008.4.1--2008.5.1922太阳沟特大桥534.33DK605+061.85DK605+596.181632m16孔162008.09.232008.09.302009.05.282009.11.29 23 路基 DK605+596.18～DK606+425.91段长度829.73m, 填高3.422m， 工期2008.4.1--2008.6.19 24石槽沟特大桥992.14DK606+425.91DK607+418.053032m30孔302008.10.032008.10.222009.05.262009.11.27 25 路基 DK607+418.05+～DK608+521.70段长度1103.65m, 填高4.2m， 工期2008.4.1--2008.7.1826石槽沟大桥174.62DK608+521.70DK608+696.32532m5孔52008.10.252008.10.272009.05.242009.11.25 27 路基 DK608+696.32～DK609+192.70段长度506.38m, 填高4.992m， 工期2008.4.1--2008.7.2628郭家店大桥174.62DK609+192.70DK609+367.32532m5孔52008.10.302008.11.012009.05.232009.11.24 29 路基 DK609+367.32～DK610+855.35段长度1488.03m, 填高5.662m， 工期2008.4.1--2008.8.1130孙家屯特大桥861.30DK610+855.35DK611+716.652632m26孔262008.11.042008.11.292009.05.212009.11.22 31 路基 DK611+716.65～DK612+087.90段长度371.25m, 填高4.867m， 工期2008.4.1--2008.7.2332鹿厂大桥436.20DK612+087.90DK612+524.101332m13孔132009.04.012009.04.132009.05.192009.11.20 33 路基 DK612+524.10～DK615+485.60段长度2961.50m, 填高5.652m， 工期2008.4.1--2008.8.1034裴家屯特大桥1024.80DK615+485.60DK616+510.403132m31孔312009.04.162009.05.162009.05.172009.11.18哈大铁路客运专线18#梁场箱梁架设工期分析表起讫里程（km）m）

数量

布置

运梁半径架梁时间成时间

路基起讫里程（km）序号工点名称长度（m）起点里程123终点里程预制梁数量制梁场及孔跨布置运梁半径架设方向8km以8km~1212km以km内上架梁时间特殊孔跨完成时间开始时间完成时间预压开始时间2008.08.12预压完成时间2009.05.23 路基 DK616+510.40～DK619+802.05段长度1488.03m, 填高7.2m 工期2008.4.1--2008.09.29.11鱼塘大桥119.9DK619+802.05DK619+921.9520+3*24+20不通过2008.06.7 路基 DK619+921.95～DK621+291段长度1488.03m, 填高7.2m 工期2008.4.1--2008.09.29.1132m129孔24m3孔32m17孔24m2孔11712.28DK621+291.00DK633+003.2836011233210216211436152008.11.262008.11.242008.11.142008.11.132008.10.282008.10.272008.10.222008.10.212008.08.012009.06.262008.11.252008.11.232008.11.132008.11.122008.10.272008.10.262008.10.212008.10.202008.08.122009.05.184东辽河特大桥32m33孔24m2孔32m10孔24m2孔32m162孔5 路基 DK633+003.28～DK634+2.70, 长度1539.42m,填高:6.62 m, 工期 2008.4.1--2008.6.27 18#制梁场 DK633+7652009.06.282010.04.1067公主岭大桥174.60DK634+2.70DK634+717.30532m5孔52009.07.112009.07.122008.07.082009.04.10 路基 DK634+717.3～DK635+449.27, 长度731.97m, 填高:4.037 m, 工期 2008.04.01--2008.07.07DK635+449.27DK635+847.25DK635+960.75DK636+358.802432m24孔(32+48+32)32m24孔122009.07.232009.07.28122009.07.152009.07.202008.08.098苇子沟大桥909.53DK635+847.25DK635+960.759 路基 DK636+358.8～DK636+604.29, 长度245.49m, 填高: 4.802 m, 工期 2008.04.01--2008.07.2132m16孔DK636+604.29DK637+469.2424m3孔32m8孔DK637+469.24DK637+614.96(40++40)32m1孔24m1孔32m11孔DK637+614.96DK639+259.3624m3孔32m32孔24m3孔32m1孔1111332312009.08.162009.08.172009.08.182009.08.232009.08.252009.09.102009.09.112009.08.162009.08.172009.08.222009.08.242009.09.092009.09.102009.09.1116382009.07.312009.08.082009.08.102009.08.072009.08.092009.08.132008.09.122008.07.222009.04.1510火炬特大桥7388.16DK639+259.36DK639+437.061(48+80+48)32m3孔3222009.09.142009.09.152009.09.162009.09.142009.09.152009.09.162008.10.23DK639+437.06DK639+9.9624m2孔32m2孔DK639+9.96DK639+763.46(32+48+32)32m51孔51382009.09.192009.10.152009.10.162009.10.142009.10.152009.10.192009.05.25DK639+763.46DK1+766.8624m3孔32m8孔DK1+766.86DK1+880.37DK2+240.26DK2+462.04DK1+880.37DK2+240.26DK2+462.04DK3+992.45(32+48+32)32m11孔(60+100+60)32m30孔302009.10.312009.11.19112009.10.222009.10.282009.06.302009.06.07哈大铁路客运专线19号梁场箱梁架设工期分析表起讫里程（km）序号工程名称长度（m）起点里程123终点里程预制梁数量制梁场及孔跨布置架设方向(先实线,8km以8km~1212km以后虚线)km内上运梁半径架梁时间路基特殊孔跨完成时间预压开始时间2008.07.29预压完成时间2009.05.15开始时间完成时间路基 DK3+449.18～DK3+992.45段长度3.27米,填高5.07米, 工期2008.4.1～2008.7.28施家特大桥665.1DK3+992.45DK4+657.552032m202009.10.162009.11.04路基 DK4+657.55～DK5+946.49段长度1288.94米,填高3.1米, 工期2008.4.1～2008.6.14DK5+946.49DK7+4.15DK7+666.8587DK7+666.85DK8+965.1332m47片（48+80+48)现浇段24m2片32m38片2382009.08.122009.09.073982009.09.102009.10.132008.10.232008.06.152009.05.204刘房子哈大铁路立交特大桥DK5+946.49～DK8+965.13DK7+4.153018.6567 路基 DK8+965.13～DK650+213.40段长度1248.27米,填高6.2米, 工期2008.4.1～2008.8.28双龙河特大桥992.8DK650+213.40DK651+206.213032m302009.07.262009.08.092008.08.292009.05.20 路基 DK651+206.21～DK653+812.32段长度2606.11米,填高6.7米, 工期2008.4.1～2008.9.7跃进大桥207.3DK653+812.32DK6+019.65632m62009.07.212009.07.232008.09.082009.05.15 路基 DK6+019.65～DK655+003.86段长度984.21米,填高5.1米,` 工期2008.4.1～2008.8.1DK655+003.86曲家屯特大桥DK655+003.86～DK672+291.18DK658+20032m95片952009.06.022009.07.182008.08.022009.05.10 19#制梁场（曲家屯） DK658+20013503.9DK658+200DK668+394.2152632m312片24m3片2446832008.08.012009.05.1810DK655+003.86～DK672+291.18DK668+394.21DK668+507.71（32+48+32)现浇段2008.08.09哈大铁路客运专线20号梁场箱梁架设工期分析表起讫里程（km）序号工程名称长度（m）起点里程曲家屯特大桥DK655+003.86～DK672+291.18终点里程32m114片预制梁数量制梁场及孔跨布置架设方向(先实线,8km以8km~1212km以后虚线)km内上382762008.10.092009.04.19运梁半径架梁时间开始时间完成时间路基特殊孔跨完成时间预压开始时间预压完成时间13783.5DK668+507.71DK672+291.1811624m2片2 路基 DK672+291.18～DK674+4.69段长度2173.51米,填高7.6米, 工期2008.4.1～2008.9.2732mDK676+4.94DK676+578.44DK676+578.44DK679+000（32+48+32）现浇段32m702008.08.01 20#制梁场（新开河） DK679+000DK679+000新开河特大桥(DK674+4.69～D3K687+600.81)D3K683+360.36D3K683+506.06D3K683+538.76D3K683+652.26D3K684+511.16D3K684+651.56D3K683+360.36D3K683+506.06D3K683+538.76D3K683+652.26D3K684+511.16D3K684+651.56D3K687+600.0832m24m388（40++40）现浇段32m（32+48+32）现浇段32m24m1-138拱桥32m87片24m7212009.08.022009.09.192442009.07.172009.07.302010.07.3012009.07.142009.07.142008.08.0913532009.05.042009.07.112008.09.122008.09.04612008.09.072008.10.062008.08.092009.04.212009.10.22311135.1哈大铁路客运专线21、22号梁场箱梁架设工期分析表起讫里程（km）序号工程名称长度（m）起点里程1终点里程预制梁数量制梁场及孔跨布置架设方向(先实线,8km以8km~1212km以后虚线)km内上运梁半径架梁时间特殊孔跨完成时间开始时间完成时间路基预压开始时间预压完成时间 路基 DK687+600.08～DK692+955.段长度5355.46米,填高7.6米, 工期2008.4.1～2008.9.29DK692+955.DK693+157.462008.09.302009.04.3032m6片62010.05.182010.05.23DK693+157.46DK693+295.16DK695+373.24DK695+510.94DK695+723.85DK695+837.35DK697+236.15DK697+392.11DK697+568.07DK698+796.76DK698+958.24DK701+235.382

伊通河特大桥DK692+955.～DK736+719.76

437.22

DK701+348.88DK704+742.16DK704+879.86DK705+215.56DK705+329.06DK693+295.16DK695+373.24DK695+510.94DK695+723.85DK695+837.35DK697+236.15DK697+392.11DK697+568.07DK698+796.76DK698+958.24DK701+235.38DK701+348.88DK704+742.16DK704+879.86DK705+215.56DK705+329.06DK708+500(40+56+40)24m2片，32m62片(40+56+40)24m2片，32m5片(32+48+32)24m5片，32m39片(17.88+6×20+17.88)(17.88+7×20+17.88)24m6片，32m33片(32+2×48+32)24m2片，32m68片(32+48+32)12

24m7片，32m80片(40+56+40)24m3片，32m8片(32+48+32)32m7片24m3片，32m87片24m5片，32m97片(32+48+32)24m1片(32+48+32)24m1片，32m120片24m12片，32m307片2009.11.112010.05.152009.05.302009.05.3072009.11.022009.11.082009.05.2522222009.09.242009.10.302008.07.082008.07.08392009.08.272009.09.212008.08.0922482009.07.132009.08.242009.05.25872009.05.292009.07.102008.08.14112009.05.212009.05.262008.08.097902009.05.162009.04.012009.05.182009.05.1521#制梁场 DK708+500 供梁范围:DK692+955.～DK715+974.2DK708+500DK711+773.47DK711+911.69DK712+025.19DK715+974.2DK711+773.47DK711+886.97DK712+025.19DK715+974.2DK726+5001022008.08.012008.09.202008.08.0912008.09.232008.09.232008.08.09121244752008.09.262008.08.012008.11.252009.05.2122#制梁场 DK726+500 供梁范围:DK715+974.2~DK736+719.76DK726+500DK736+719.7624m11片，32m310片253682009.06.052009.10.092009.10.082009.11.22哈大铁路客运专线23、24号梁场箱梁架设工期分析表起讫里程（km）序号工程名称长度（m）起点里程终点里程32m24m32m24mDK736+719.76DK742+027.45132m24m32m24m32mDK742+027.451伊通河特大桥14217.9DK742+140.95（32+48+32)现浇段32m24m32mDK742+140.95DK747+04024m32m27024m32m1515116275 23#制梁场（朱城子） DK747+04032mDK747+040DK750+937.24m32m23113152008.11.062009.06.302008.08.012008.09.282009.06.162009.08.2913321248152008.08.092009.09.012010.04.04预制梁数量制梁场及孔跨布置架设方向(先实线,8km以8km~1212km以后虚线)km内上6812运梁半径架梁时间特殊孔跨完成时间开始时间完成时间路基预压开始时间预压完成时间 路基 DK750+937.～DK752+095.75段长度1158.11米,填高4.8米, 工期2007.04.01～2008.07.21德惠特大桥6711.5DK752+095.75DK758+807.2620532m32m32m90115362008.10.012008.11.152009.06.182008.11.142009.06.012009.07.234德惠特大桥122.0DK758+807.26DK771+699.2339432m32m2351232008.11.262008.08.012009.06.172008.11.252008.11.182009.06.25567 路基 DK771+699.23～DK772+400段长度700.77米,填高4.8米 工期2008.04.01～2008.07.01 24#制梁场（德惠） DK772+000 路基 DK772+400～DK775+034.段长度2634.米,填高6.78米, 工期2008.04.01～2008.09.0832m24m32m24m第二松花江特大桥702511412383238252010.04.172010.06.072009.09.122010.04.162009.08.072009.09.112008.09.092008.04.30770.8DK775+034.DK784+805.4230032m24m32m24m32m哈大铁路客运专线一航局段25#梁场箱梁架设工期分析表起讫里程（km）序号桥名桥长（m）起点里程DK784+805.42DK788+535.15DK788+584.55DK7+009.96DK7+231.66DK7+493.71DK7+518.45DK7+747.75DK7+821.97DK791+623.75DK791+673.251第二松花江特大桥22581.3DK791+786.74终点里程DK788+535.15DK788+584.55DK7+009.96DK7+231.66DK7+493.71DK7+518.45DK7+747.75DK7+821.97DK791+623.75DK791+673.25DK791+786.74DK793+129.3768032m24m32m（60+100+60）连续梁32m24m32m24m32m24m（32+48+32）连续梁32m412009.09.15 25#制梁场 DK793+123DK793+129.37DK800+257.9732m2182008.08.012008.11.172009.10.0581735522009.11.112009.11.102009.11.072009.11.052009.10.092009.10.082009.11.142009.11.102009.11.092009.11.062009.11.042009.10.082009.5.25预制梁数量制梁场及孔跨布置运梁半径架设方向8km以8km~1212km以km内上10421310开始时间2009.11.242009.11.232009.11.17完成时间2010.05.232009.11.232009.11.222009.06.07架梁时间路基特殊孔跨完成时间预压开始时间预压完成时间桥

DK800+257.97DK800+307.37DK800+961.37DK801+010.77DK802+351.47DK802+376.17DK803+586.07DK803+610.77DK803+676.17DK803+7.67DK800+307.37DK800+961.37DK801+010.77DK802+351.47DK802+376.17DK803+586.07DK803+610.77DK803+676.17DK803+7.67DK807+386.6724m32m24m32m24m32m24m32m（32+48+32）连续梁32m2202338137122008.11.182008.11.192008.11.292008.11.302009.04.272009.04.282009.05.232009.05.242008.11.182008.11.282008.11.292009.04.262009.04.272009.05.222009.05.232009.05.252008.08.0940702009.05.282009.08.31哈大铁路客运专线一航局段26#梁场箱梁架设工期分析表起讫里程（km）序号桥名桥长（m）起点里程DK807+386.67DK810+329.67DK810+827.57终点里程DK810+329.67DK810+827.57DK815+013.1732m（48+80×5+48）连续梁32m1282009.11.21 26#制梁场 DK815+000DK815+013.171第二松花江特大桥25361.9DK821+298.02DK821+322.72DK828+615.15DK828+639.87DK832+466.04DK832+579.2DK821+298.02DK821+322.72DK828+615.15DK828+639.87DK832+466.04DK832+579.DK832+748.5971932m24m32m24m32m（32+48+32）连续梁32m52009.11.022009.11.062008.07.152009.04.1511 1221211172008.08.012008.10.172008.10.182009.07.052009.07.062008.10.162008.10.172009.07.042009.07.052009.10.302008.07.202010.05.25预制梁数量制梁场及孔跨布置运梁半径架设方向8km以8km~1212km以km内上90开始时间2010.05.28完成时间2010.07.112008.10.23架梁时间路基特殊孔跨完成时间预压开始时间预压完成时间 路基 DK832+748.59～DK834+518.90段长度1770.31米,挖填结合，最大填高4.49米 工期2008.04.01-2008.07.14哈大铁路客运专线27、28号梁场范围箱梁架设工期分析表起讫里程（km）序号桥名桥长（m）起点里程1二十四特大桥8284.3DK834+518.90终点里程DK842+803.1525332m253片预制梁数量制梁场及孔跨布置运梁半径架设方向8km以8km~1212km以km内上253开始时间2009.06.28完成时间2010.04.14架梁时间路基特殊孔跨完成时间预压开始时间预压完成时间 2 路基 DK842+803.15～DK843+684.28段长度6米(全部为挖方,最大开挖深度11 m) 工期2007.10.01-2008.04.30DK843+684.28DK849+772.91DK849+772.91DK849+886.41367DK849+886.41DK855+80032m片32m122片（32+48+32)现浇段32m28片32m52片24m2片32m99片28522992008.10.162008.09.202008.09.192008.08.012008.10.292008.10.152008.09.192008.09.186012242009.04.022008.11.012009.06.252008.11.302008.08.092008.05.012009.04.25 27#制梁场（伊家屯） DK855+800DK855+800DK858+112.97DK858+112.97DK858+226.4732m41片32m30片（32+48+32)现浇段32m121片DK858+226.47DK872+20068632m153片32m153片911536162602009.08.292009.06.032008.11.17 28#制梁场 DK872+20032m135片DK872+200DK878+321.4724m2片32m16片32m35片135216352008.08.012008.10.072008.10.082008.10.162008.10.062008.10.072008.10.152008.11.022010.04.082009.08.282009.06.0241302010.05.112010.04.112010.06.202010.05.102008.08.093拉林河特大桥34637.19哈大铁路客运专线29、30号梁场箱梁架设工期分析表起讫里程（km）序号工程名称长度（m）起点里程终点里程32m24m32m1拉林河特大桥4904.77DK878+321.47DK883+226.2415124m32m32m2432m预制梁数量制梁场及孔跨布置架设方向(先实线,8km以8km~1212km以后虚线)km内上46220216191452009.10.292010.05.14运梁半径架梁时间开始时间完成时间路基特殊孔跨完成时间预压开始时间预压完成时间2 路基 DK883+226.24～DK885+8.43段长度2663.19米,填高6.5米, 工期2008.04.01～2008.09.0129#双城制梁场 DK886+10032mDK886+100DK901+57832m32m24m32m运粮河特大桥28605.22DK901+578DK909+50087632m246片24m1片32m16片10014616 30# 道里制梁场 DK909+500DK909+500DK913+246.27DK913+423.97DK913+246.27DK913+423.97DK914+705.5232m137片（48+80+48)现浇段32m1片12009.06.302009.06.301372009.04.202009.06.272008.10.232008.08.012008.10.1515992626011022008.10.162009.04.052008.08.012009.10.142008.09.022009.04.2 路基 DK914+705.52～DK916+420.73段长度1715.21米,填高6.0米, 工期2007.9.20～2008.8.18DK916+420.73DK917+473.10DK917+473.10DK917+810.9032m32片(40+4*46+40)现浇段32m1片DK917+810.90DK917+901.0024m1片32m1片DK917+901.00DK918+038.70DK918+496.50DK918+038.70DK918+496.50DK918+610.00(40+56+40)现浇段32m14片(32+48+32)现浇段32m9片DK918+610.00DK919+051.8024m2片32m3片DK919+051.80DK919+165.30(32+48+32)现浇段32m7片DK919+165.30DK919+7.8024m1片32m7片DK919+7.80DK919+761.30(32+48+32)现浇段7172008.08.092009.08.172009.08.269232008.08.092009.08.052009.08.14142009.07.252009.08.022008.08.091112008.08.142009.07.212009.07.22322009.07.032009.07.182008.09.122008.08.192009.04.30DK919+761.30DK920+022.90DK920+022.90DK920+216.6032m8片(40+2*56+40)现浇段32m1片82009.08.292009.09.022009.06.091122008.10.232312009.06.182112009.05.25135511212009.05.2512112009.06.242008.11.212009.06.302009.11.302010.04.092009.09.202009.11.272009.09.162009.09.172009.09.102009.09.132009.09.052009.09.075王岗特大桥7826.2DK920+216.60DK920+339.4018724m1片32m2片DK920+339.40DK920+517.10(48+80+48)现浇段32m2片24m3片32m1片DK920+517.10DK920+6.30DK920+6.30DK920+835.00(40++40)32m2片DK920+835.00DK920+957.8024m1片32m1片DK920+957.80DK921+071.30(32+48+32)现浇段32m68片24m1片DK921+071.30DK923+434.4032m1片24m2片32m1片DK923+434.40DK923+3.90(32+3*48+32)现浇段32m12片24m1片32m1片(33+2*43+33)现浇段182010.04.12DK923+3.90DK924+093.70DK924+093.706DK924+246.95 路基 DK924+251.25～DK924+1.97段长度390.72米,填高11.5米 工期2008.04.01～2008.11.20DK924+1.97DK925+237.46DK925+237.46DK925+375.1637DK925+375.16DK925+990.4032m18片(40+56+40)现浇段32m4片24m1片32m14片41142010.05.022010.05.202010.04.292009.07.247永安屯特大桥1348.48 路基 DK925+990.40～DK926+560段长度569.28米,填高11.5米 工期2008.04.01～2008.11.202008.11.212009.06.25