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1、东制梁场总体施工进度计划表编号工点名称起点桩号终点桩号桥梁孔跨布置架梁方向运梁里程（公里）架梁时间备 注24m32m连续梁开始时间完成时间1岗隧道DK74+373DK78+1302路基DK78+130.00DK78+349.153村特大桥DK78+349.15DK79+630.180391.952011/6/12011/6/20磨合期，考虑2孔/天4路基DK79+630.18DK80+410.005建设东制梁场(中心桩号DK80+300)6路基DK80+410.00DK80+639.207江东干渠特大桥DK80+639.20DK82+694.6035548+80+482.392011/7/15
2、2011/8/16过连续梁考虑1.5天，架桥机变跨考虑1天/次8路基DK82+694.60DK83+826.009塘中桥DK83+826.00DK83+929.20033.632011/8/192011/8/19架桥机过路基考虑3天10路基DK83+929.20DK84+217.9011村特大桥DK84+217.90DK85+571.3063340+64+405.272011/8/222011/9/13过连续梁考虑1.5天，架桥机变跨考虑1天/次12路基DK85+571.30DK85+988.0013上大桥DK85+988.00DK86+214.00165.912011/9/162011/9/
3、21过路基考虑3天14路基DK86+214.00DK86+507.6015新屋特大桥DK86+507.60DK87+632.0013032+48+327.332011/9/242011/10/13过连续梁考虑1.5天，架桥机变跨考虑1天/次16路基DK87+632.00DK88+115.2017屋场特大桥DK88+115.20DK88+962.501258.662011/10/162011/10/30过路基考虑3天,架桥机变跨考虑1天/次18路基DK88+962.50DK89+127.7019冲大桥DK89+127.70DK89+329.00069.032011/11/22011/11/5过路
4、基考虑3天20路基DK89+329.00DK89+610.5021冲大桥DK89+610.50DK89+738.40139.442011/11/82011/11/11过路基考虑3天,架桥机变跨考虑1天/次22路基DK89+738.40DK90+012.5023江西干渠特大桥DK90+012.50DK91+226.4023140+64+4010.932011/11/142011/12/10过连续梁考虑1.5天，架桥机变跨考虑1天/次24路基DK91+226.40DK91+732.2025新大桥DK91+732.20DK91+860.101311.562011/12/132011/12/16过路基考虑3天,架桥机变跨考虑1天/次26路基DK91+860.10DK91+945.5027特大桥DK91+945.50DK93+780.705513.482011/12/192012/1/2528路基DK93+780.70DK93+878.00
