桥涵工程项目统计表 4页

龙城高速公路第五合同段结构物统计表K42+400-K53+100段类别桩号结构型式栓m3长度m备注大AK0+20530+45+30m5400.9121.00预应力磴现浇箱梁（太谷互通）桥K46+286.43-30m5883.5106.00预应力碗连续箱梁（太徐立交）桥K42+90016+20+20+16m1479.886.16预应力碗现浇箱梁天K44+65116+20+20+16m1479.886.16预应力磴现浇箱梁桥K47+78016+20+20+16m1479.886.16预应力碗现浇箱梁原为K47+980梁K48+97016+20+20+16m1479.886.16预应力妊现浇箱梁6K51+07516+20+20+16m1479.886.16预应力碗现浇箱梁K52+58016+20+20+16m1479.886.16预应力碗现浇箱梁AK0+4501-6.0x4.0m3.425.19箱K44+8871-6.0X2.7m393.036.46涵K45+331l-8.0x4.0m831.036.87通K46+6501-6.0X4.0m495.040.99道K48+6271-6.0X4.0m428.035.42K50+242.51-6.0X4.0m451.037.328K52+2011-6.0x3.4m465.040.48K53+036l-6.0x3.6m477.040.87涵K43+216.51-4.0X3.2m536.035.50K43+5661-4.0x3.2m738.04&92盖K45+769.81-4.0x2.7m568.040.30板K46+962.71-4.0x3.5m674.042.99涵K47+113.61_4.0X3.4m767.049.55通K48+138.71-3.0X1.8m484.042.89道K48+582.51-4.0X3.5m758.059.30K49+6801-4.0x2.7m497.035.2512K49+953.51-4.0X3.2m829.054.85K50+600.41-4.0X2.7m578.041.04K51+526.71-4.0X3.2m693.043.75GK0+3601-4.0X3.6m11.00(K44+651)洞空心K42+462l-10.0x4.5m1286.634.30板涵K43+385.71-10.0X4.0m1221.035.23通道K51+784l-16.0x4.5m2354.734.30Bk0+1301-1.50m54.813.50圆Dk0+3001-1.50m63.217.50管Ak0+6001-1.50m49.511.00涵K51+0951-1.50m103.336.50K51+3001-1.50m120.742.527K52+4351-1.50m105.337.50K52+6641-1.50m130.046.50备注桥涵碗总量35588.9m3其中：桥梁:24640.16m3,涵洞：1094&77n?。龙城高速公路第六合同段结构物统计表（K53+100-K64+000段）类别桩号结构型式五仝m3长度m备注 人K53+61913-20m14017.3266.00预应力碗连续箱梁乌马河大桥K55+6993—35m7171.5113.00预应力碗连续箱梁跨208线立交桥桥桥AK1+045.129+38+29m4784.9112.80预应力碗现浇箱梁东关互通跨线桥AK0+174.329+38+29m4289.5103.00预应力磴现浇箱梁东关互通跨线桥K58+43816+2X2+16m1501.878.16预应力磴现浇箱梁原为K58+421梁天桥K59+32016+2X2+16m1461.978.16预应力碇现浇箱梁K60+81916+2X2+16m1507.378.16预应力碗现浇箱梁K56+054l-4.0X3.8m307.6436.63钢K56+7781-6.0X3.6m414.9135.46筋K58+8121-6.0X2.7m385.5235.76K60+4201-4.0X2.7m349.5847.27箱K61+2131-6.0X3.2m438.9838.91涵CK0+335.41-6.0X2.8m119.7310.90通K54+6351-8.()X3.6m1041.347.48（变更）原为K54+650道K54+8561-6.0X2.2m523.3345.42K61+4801-6.0X4.0m（增加涵）涵K62+074.51-6.0X3.6m479.6741.06K63+013.51-6.0X4.0m（变更涵）K53+8141-4.0X3.0m796.8855.32钢K54+0701-4.0X2.7m519.2437.50筋K55+3191-4.0X3.0m570.8739.62磴K56+4951-4.0X2.2m459.6635.44盖K57+7681-4.0X3.0m510.7835.50（取消）变更为板涵K57+240板K58+480141X3.5m977.8078.30涵K61+0781-4.0X2.2m564.9043.57（取消）通K61+8641-4.0X3.0m587.9940.82道K62+3101-4.0X2.7m583.3842.07（取消）K63+2801-4.0X3.2m658.2944.26K63+6001-4.0X2.7m505.9436.50洞盖板K57+2401-4.0X1.8m447.0336.50涵K60+1671-3.0X2.7m446.3536.50K60+4291-1.5m128.2256.50K60+641l-1.5m119.6553.00K60+827l-1.5m110.9648.50钢K61+223l-1.5m98.3244.00筋K61+489l-1.5m112.0549.00磴K62+600l-1.5m38.00（取消）（增加K54+303.4）圆K62+705l-1.5m（增加涵）管BK0+120l-1.5m34.6914.00涵EK0+315l-1.5m23.00HK0+115l-1.5m13.00桥涵栓合计47027.9m3JK0+1901-1.5m16.50,14.50其屮:桥梁碗:34734.2m-",LK0+210涵洞ft:12293.7m3类另U桩号结构型式磴m3长度m备注 大K64+6854-20m5448.086.00预应力絵连续箱梁（祁清） 桥梁桥K67+41513-20m14046266.00昌源河大桥K69+3554-20m4881.086.00预应力磴连续箱梁（祁晓）城赵枢纽交A匝道30+40+30m6061.0112.80预应力碗现浇箱梁昌源河加宽8-25m2772.0103.54预应力碇空心板东支干渠中桥3-30m6016.097.00预应力栓连续箱梁东干渠屮桥3-20m2321.066.00预应力磴连续箱梁（加宽桥）C匝道l-10m501.017.50钢筋殓通道桥DYK16+916.75l-13m301.012.91预应力栓空心板（加宽桥）DYK17+748l-10m771.010.08预应力殓空心板（加宽桥）天桥K68+71516+2X20+16m1457.078.16预应力栓现浇箱梁K70+22316+2X20+16m1562.078.16预应力殓现浇箱梁涵洞箱涵通道K65+2201-6.0x3.6m476.040.75K67+9601-4.0x2.5m332.046.02K69+7921-6.0x3.0m415.037.42K70+5601-6.0x4.0m439.036.38DYK17+5351-4.0x2.2m29.04.00DYK18+424.5l-6.0x2.7m81.07.40AK71+1131-6.0x4.0m602.049.90钢筋盖板涵通道K64+5211-4.0x3.8m1013.056.32K66+379.51-4.0x3.0m614.042.62K66+5731-4.0x3.0m549.03&12K67+7081-4.0x3.8m721.040.08K69+143l-4.0x3.6m769.042.87AK71+2941-4.0x3.5m653.049.17（桩号要变）EKO+174.11-4.0x3.5m333.026.05（桩号要变）DK0+759.924l-4.0x3.5m366.02&55（桩号要变）DYK18+618.21-4.0X2.2m82.06.25盖板涵AK71+720l-3.0x2.7m551.040.50DYK17+3071-4.0x1.2m90.08.00DYK18+778.81-4.0x1.8m45.04.00钢筋圆管涵BK0+2201-1.5m39.016.00DK0+4701-1.5m51.021.00EK0+304.51-1.5m53.022.30DYK17+121.81-1.5m10.03.310DYK17+734l-2.0m108.044.50DYK17+905l-1.5m64.026.00DYK18+373l-1.5m34.012.00GK1+8001-1.5m131.058.80（改路增加未定）K64+870K66+140K66+590K67+950K68+200K68+530K68+950K70+000K71+113九道均为灌溉圆管涵，长度在52.08-77.24m之间。（暂未确定）桥涵殓总量54800.0in3,其中：桥梁ft:46137.0m3,涵洞碇:8663.0m"龙城高速公路第七合同段结构物统计表（K64+000-K71+284段）