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时间:2020-12-06
《最新测量复核记录培训讲学.doc》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、测量复核记录工程名称福鼎市龙安工业南路、新港大道、工业支路等集镇道路工程施工单位瑞安市兴达市政工程有限公司复核部位平交口3路基回填砂垫层日期原施测人测量复核人测量复核情况(示意图)桩号位置设计高程实测高程偏差桩号设计高程实测高程偏差0+620中8.738.736-0.0060+8408.378.379-0.009左8.6188.5980.0208.2588.2380.020右8.6188.6100.0088.2588.2450.0130+640中8.768.766-0.0060+8608.478.476-0.006左8.6488.6280.0208.3588
2、.3380.020右8.6488.6400.0088.3588.3450.0130+660中8.758.756-0.0060+8808.588.5720.008左8.6388.6180.0208.4688.4520.016右8.6388.6300.0088.4688.475-0.0070+680中8.718.716-0.0060+9008.698.699-0.009左8.5988.5780.0208.5788.5580.020右8.5988.5900.0088.5788.5650.0130+700中8.648.645-0.0050+9208.88.806-0
3、.006左8.5288.537-0.0098.6888.6680.020右8.5288.5160.0128.6888.695-0.0070+720中8.558.557-0.0070+9408.918.8980.012左8.4388.441-0.0038.7988.7810.017右8.4388.4230.0158.7988.803-0.0050+740中8.468.4480.0120+9609.029.0090.011左8.3488.3310.0178.9088.8900.018右8.3488.353-0.0058.9088.912-0.0040+760中8
4、.378.3590.0110+9809.139.1170.013左8.2588.2450.0139.0189.0090.009右8.2588.2560.0029.0189.026-0.0080+780中8.318.314-0.0041+0009.249.245-0.005左8.1988.1850.0139.1289.1160.012右8.1988.1890.0099.1289.1200.0080+800中8.288.288-0.0081+0209.329.3100.010左8.1688.1560.0129.2089.217-0.009右8.1688.178-
5、0.0109.2089.1960.0120+820中8.38.2910.009左8.1888.1720.016右8.1888.195-0.007 复核结论符合要求备注测量复核记录工程名称福鼎市江滨西路拓宽改建工程施工单位福建九鼎建设工程有限公司复核部位K0+180-K0+620路基回填日期原施测人测量复核人测量复核情况(示意图)桩号位置设计高程实测高程偏差桩号位置设计高程实测高程偏差0+180中9.759.7400.0100+400中9.539.5210.009左9.6389.647-0.009左9.4189.4020.016右9.6389.6260.0
6、12右9.4189.425-0.0070+200中9.779.777-0.0070+420中9.399.399-0.009左9.6589.661-0.003左9.2789.2580.020右9.6589.6430.015右9.2789.2650.0130+220中9.839.8180.0120+440中9.259.256-0.006左9.7189.7010.017左9.1389.1180.020右9.7189.723-0.005右9.1389.1300.0080+240中9.939.9190.0110+460中9.119.115-0.005左9.8189.8
7、000.018左8.9989.007-0.009右9.8189.822-0.004右8.9988.9860.0120+260中10.0310.0170.0130+480中8.978.977-0.007左9.9189.9090.009左8.8588.861-0.003右9.9189.926-0.008右8.8588.8430.0150+280中10.1310.1180.0120+500中8.848.8280.012左10.01810.028-0.010左8.7288.7110.017右10.01810.0090.009右8.7288.733-0.0050+30
8、0中10.1610.166-0.0060+520中8
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