1、測量復核記錄工程名稱福鼎市龍安工業(yè)南路、新港大道、工業(yè)支路等集鎮(zhèn)道路工程施工單位瑞安市興達市政工程有限公司復核部位平交口3路基回填砂墊層日 期原施測人測量復核人測量復核情況(示意圖) 樁號位置設計高程實測高程偏差樁號設計高程實測高程偏差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8.6488.6280.0208.3588.3380.020右8.6488

2、.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8.5288.537-0.0098.6888.6680.0

3、20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8.2588.2450.0139.01

4、89.0090.009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8.188 8.195 -0

5、.007 復核結論符合要求備 注測量復核記錄工程名稱福鼎市江濱西路拓寬改建工程施工單位福建九鼎建設工程有限公司復核部位K0+180-K0+620路基回填日 期原施測人測量復核人測量復核情況(示意圖) 樁號位置設計高程實測高程偏差樁號位置設計高程實測高程偏差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9.399.399 -0.009 左9.6

6、58 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 9.822 -0.004 右

7、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10.1610.166 -0.006 0+52

8、0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 左8.568 8.555

9、 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 復核結論符合要求備 注測量復核記錄工程名稱福鼎市江濱西路拓寬改建工程施工單位福建九鼎建設工程有限公司復核部位K1+220-K1+580路基回填日

10、 期原施測人測量復核人測量復核情況(示意圖) 樁號位置設計高程實測高程偏差樁號位置設計高程實測高程偏差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 0.008 1+260中

11、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7.208 7.193 0

12、.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 右6.838 6.841

13、-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 0.012 右7.418

14、 7.424 -0.006 復核結論符合要求備 注測量復核記錄工程名稱福鼎市江濱西路拓寬改建工程施工單位福建九鼎建設工程有限公司復核部位K1+580-K1+880路基回填日 期原施測人測量復核人測量復核情況(示意圖) 樁號位置設計高程實測高程偏差樁號位置設計高程實測高程偏差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中6.786.789 -0

15、.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 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