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1、-测量复核记录-第 6 页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8.6488.6280.0208.3588.33
2、80.020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+9208.88.806-0.006左8.5288.537-0.009
3、8.6888.6680.020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8.378.3590.0110+9809.139.1170.013左8.2588
4、.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8.1688.178-0.0109.2089.1960.0120+820中8.38.2910.009左8.1888.1720.016右8
5、.188 8.195 -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9.759.740 0.010 0+400中9.539.521 0.009 左9.638 9.647 -0.009 左9.418 9.402 0.016 右9.638 9.626 0.012 右9.418 9.425 -0.007 0+200中9.779.777 -0.007 0+420中9.399.39
6、9 -0.009 左9.658 9.661 -0.003 左9.278 9.258 0.020 右9.658 9.643 0.015 右9.278 9.265 0.013 0+220中9.839.818 0.012 0+440中9.259.256 -0.006 左9.718 9.701 0.017 左9.138 9.118 0.020 右9.718 9.723 -0.005 右9.138 9.130 0.008 0+240中9.939.919 0.011 0+460中9.119.115 -0.005 左9.818 9.800 0.018 左8.998 9.007 -0.009 右9.818 9
7、.822 -0.004 右8.998 8.986 0.012 0+260中10.0310.017 0.013 0+480中8.978.977 -0.007 左9.918 9.909 0.009 左8.858 8.861 -0.003 右9.918 9.926 -0.008 右8.858 8.843 0.015 0+280中10.1310.118 0.012 0+500中8.848.828 0.012 左10.018 10.028 -0.010 左8.728 8.711 0.017 右10.018 10.009 0.009 右8.728 8.733 -0.005 0+300中10.1610.16
8、6 -0.006 0+520中8.748.729 0.011 左10.048 10.053 -0.005 左8.628 8.615 0.013 右10.048 10.032 0.016 右8.628 8.626 0.002 0+320中10.0910.097 -0.007 0+540中8.688.668 0.012 左9.978 9.987 -0.009 左8.568 8.551 0.017 右9.978 9.958 0.020 右8.568 8.573 -0.005 0+340中9.959.937 0.013 0+600中8.688.669 0.011 左9.838 9.844 -0.006
9、 左8.568 8.555 0.013 右9.838 9.818 0.020 右8.568 8.566 0.002 0+360中9.819.814 -0.004 0+620中8.738.719 0.011 左9.698 9.685 0.013 左8.618 8.605 0.013 右9.698 9.689 0.009 右8.618 8.616 0.002 0+380中9.679.678 -0.008 左9.558 9.546 0.012 右9.558 9.568 -0.010 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K1+22
10、0-K1+580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1+220中7.827.814 0.006 1+420中7.497.496 -0.006 左7.708 7.700 0.008 左7.378 7.358 0.020 右7.708 7.715 -0.007 右7.378 7.370 0.008 1+240中7.627.610 0.010 1+440中7.47.406 -0.006 左7.508 7.499 0.009 左7.288 7.268 0.020 右7.508 7.513 -0.005 右7.288 7.280
11、 0.008 1+260中7.467.448 0.012 1+460中7.317.315 -0.005 左7.348 7.331 0.017 左7.198 7.207 -0.009 右7.348 7.353 -0.005 右7.198 7.186 0.012 1+280中7.367.369 -0.009 1+480中7.227.227 -0.007 左7.248 7.236 0.012 左7.108 7.111 -0.003 右7.248 7.255 -0.007 右7.108 7.093 0.015 1+300中7.327.323 -0.003 1+500中7.137.118 0.012 左
12、7.208 7.193 0.015 左7.018 7.001 0.017 右7.208 7.196 0.012 右7.018 7.023 -0.005 1+320中7.347.323 0.017 1+520中7.047.029 0.011 左7.228 7.233 -0.005 左6.928 6.911 0.017 右7.228 7.217 0.011 右6.928 6.937 -0.009 1+340中7.47.387 0.013 1+540中6.956.938 0.012 左7.288 7.293 -0.005 左6.838 6.845 -0.007 右7.288 7.272 0.016
13、右6.838 6.841 -0.003 1+360中7.467.467 -0.007 1+560中6.96.885 0.015 左7.348 7.357 -0.009 左6.788 6.776 0.012 右7.348 7.354 -0.006 右6.788 6.771 0.017 1+380中7.527.500 0.020 1+580中6.886.885 -0.005 左7.408 7.400 0.008 左6.768 6.758 0.010 右7.408 7.413 -0.005 右6.768 6.776 -0.008 1+400中7.537.539 -0.009 左7.418 7.406
14、 0.012 右7.418 7.424 -0.006 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K1+580-K1+880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1+580中6.886.885 -0.005 1+740中6.876.850 0.020 左6.768 6.758 0.010 左6.758 6.750 0.008 右6.768 6.776 -0.008 右6.758 6.763 -0.005 1+600中6.916.900 0.010 1+760
15、中6.786.789 -0.009 左6.798 6.789 0.009 左6.668 6.656 0.012 右6.798 6.803 -0.005 右6.668 6.674 -0.006 1+620中6.966.948 0.012 1+780中6.696.695 -0.005 左6.848 6.831 0.017 左6.578 6.587 -0.009 右6.848 6.853 -0.005 右6.578 6.566 0.012 1+640中77.009 -0.009 1+800中6.66.607 -0.007 左6.888 6.876 0.012 左6.488 6.491 -0.003
16、右6.888 6.895 -0.007 右6.488 6.473 0.015 1+660中7.017.013 -0.003 1+820中6.516.498 0.012 左6.898 6.883 0.015 左6.398 6.381 0.017 右6.898 6.886 0.012 右6.398 6.403 -0.005 1+680中7.016.993 0.017 1+840中6.426.409 0.011 左6.898 6.903 -0.005 左6.308 6.291 0.017 右6.898 6.887 0.011 右6.308 6.317 -0.009 1+700中6.986.967 0.013 1+860中6.336.318 0.012 左6.868 6.873 -0.005 左6.218 6.225 -0.007 右6.868 6.852 0.016 右6.218 6.221 -0.003 1+720中6.946.947 -0.007 1+880中6.186.165 0.015 左6.828 6.837 -0.009 左6.068 6.056 0.012 右6.828 6.834 -0.006 右6.068 6.051 0.017 复核结论符合要求备 注