路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第1层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67813.0913.0713.0713.0313.1313.0713.4113.3913.44叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.05.15.15.14.95.12.01.91.910111213336.6944.750336.4144.749336.5414.746337.2704.747339.0884.741340.5174.747342.1094.748343.7284.745345.4634.744347.4854.75012.540.54336.9464.748342.537-6.0337.2524.742####-6.113.730.5912.530.54336.6714.742342.256-5.0336.9214.742####-5.013.650.5612.540.53336.7944.743342.380-5.0337.0464.741####-5.013.660.5512.530.50337.5264.741343.110-5.0337.7724.745####-4.913.650.5612.550.58339.3334.746344.922-5.0339.5824.747####-5.013.660.5212.530.54340.7744.740345.922-5.0341.0174.747####-4.912.940.5812.820.58342.2104.742347.680-2.3342.3234.744####-2.313.320.5712.860.54343.8244.749349.1182.012.860.58345.5594.748350.8522.013.160.59347.4764.749352.7702.0343.7304.743####1.9345.4664.741####1.9347.3844.741####1.812.860.5812.860.5312.860.5213.74-0.2压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第2层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67812.7712.7012.6912.7612.7912.7713.0213.0113.06叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.15.15.25.05.05.21.92.02.110111213336.9454.499336.6674.496336.7874.500337.5274.490339.3294.500340.7664.498342.3634.494343.9814.492345.7084.499347.7454.49012.180.59337.2024.492342.537-6.0337.4964.498####-5.913.290.5212.190.51336.9204.493342.256-5.0337.1704.493####-5.013.250.5112.180.51337.0454.492342.380-5.0337.2894.498####-4.913.240.5412.190.57337.7754.492343.110-5.0338.0174.500####-4.813.240.5612.200.60339.5814.498344.922-5.0339.8394.490####-5.213.260.5412.180.59341.0244.490345.922-5.0341.2714.493####-4.912.530.5712.470.55342.4584.494347.680-2.3342.5674.500####-2.212.930.5812.480.53344.0814.492349.1182.012.480.58345.8134.494350.8522.012.780.53347.7294.496352.7702.0343.9744.499####2.1345.7164.491####1.9347.6264.499####2.112.480.5212.490.6012.480.5813.31-0.3压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第3层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67812.3712.3912.4412.4112.4412.4112.6212.6712.65叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.25.15.05.14.95.01.92.11.910111213337.1954.249336.9194.244337.0404.247337.7714.246339.5884.241341.0244.240342.6164.241344.2244.249345.9644.243347.9874.24811.830.53337.4534.241342.537-6.0337.7494.245####-5.912.880.5511.840.56337.1724.241342.256-5.0337.4194.244####-4.912.840.5411.850.59337.2914.246342.380-5.0337.5474.240####-5.112.850.5811.830.58338.0274.240343.110-5.0338.2684.249####-4.812.830.5811.840.60339.8354.244344.922-5.0340.0814.248####-4.912.840.5311.840.57341.2724.242345.922-5.0341.5174.247####-4.912.130.5212.100.52342.7104.242347.680-2.3342.8274.240####-2.312.540.5812.120.55344.3284.245349.1182.012.120.53346.0614.246350.8522.012.390.52347.9844.241352.7702.0344.2284.245####2.0345.9634.244####2.0347.8824.243####2.012.120.5612.120.5112.110.5312.90-0.1压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第4层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67812.0412.0812.0812.0712.0312.0612.3212.3412.31叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202194.94.95.04.94.95.01.91.91.910111213337.4493.995337.1733.990337.2923.995338.0253.992339.8353.994341.2653.999342.8593.998344.4783.995346.2133.994348.2433.99211.500.54337.6953.999342.537-6.0338.0013.993####-6.112.490.5311.500.58337.4173.996342.256-5.0337.6733.990####-5.112.450.5111.500.59337.5423.995342.380-5.0337.7923.995####-5.012.440.5211.500.57338.2693.998343.110-5.0338.5203.997####-5.012.450.5811.500.53340.0813.998344.922-5.0340.3383.991####-5.112.450.5511.500.56341.5173.997345.922-5.0341.7733.991####-5.111.740.5311.740.58342.9543.998347.680-2.3343.0773.990####-2.512.170.6011.770.57344.5734.000349.1182.011.770.54346.3074.000350.8522.012.030.52348.2273.998352.7702.0344.4734.000####2.0346.2143.993####1.9348.1263.999####2.011.760.5911.770.5311.760.5812.55-0.3压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第5层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67811.7411.6511.7411.7311.6911.6811.9511.9811.94叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.05.25.04.95.04.91.82.02.010111213337.6963.748337.4143.749337.5463.741338.2713.746340.0823.747341.5203.744343.1153.742344.7273.746346.4643.743348.4883.74711.150.58337.9443.750342.537-6.0338.2443.750####-6.012.080.5511.140.52337.6723.741342.256-5.0337.9153.748####-4.912.020.5111.140.60337.7953.742342.380-5.0338.0443.743####-5.012.030.5211.150.57338.5173.750343.110-5.0338.7743.743####-5.112.050.5711.150.55340.3343.745344.922-5.0340.5813.748####-4.912.030.5411.150.53341.7673.747345.922-5.0342.0203.744####-5.111.330.5611.380.58343.2063.746347.680-2.3343.3193.748####-2.311.770.5711.390.58344.8283.745349.1182.011.390.55346.5653.742350.8522.011.640.57348.4803.745352.7702.0344.7323.741####1.9346.4643.743####2.0348.3763.749####2.111.390.5111.390.5811.390.5412.22-0.2压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第6层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67811.4011.3611.3911.3711.3211.3411.5511.5511.62叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202194.95.05.14.95.05.02.02.01.910111213337.9513.493337.6693.494337.7923.495338.5253.492340.3323.497341.7713.493343.3603.497344.9773.496346.7173.490348.7413.49410.800.60338.1963.498342.537-6.0338.4963.498####-6.011.660.5110.790.57337.9203.493342.256-5.0338.1653.498####-4.911.620.5610.790.60338.0453.492342.380-5.0338.2953.492####-5.011.620.5910.800.57338.7703.497343.110-5.0339.0193.498####-5.011.630.5910.800.51340.5803.499344.922-5.0340.8373.492####-5.111.640.5010.790.55342.0213.493345.922-5.0342.2653.499####-4.910.920.5211.000.55343.4623.490347.680-2.3343.5753.492####-2.311.370.5011.030.51345.0753.498349.1182.011.030.59346.8103.497350.8522.011.270.52348.7313.494352.7702.0344.9763.497####2.0346.7153.492####1.9348.6293.496####2.011.030.5111.030.5611.030.5311.79-0.2压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第7层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67811.0210.9610.9811.0311.0310.9511.1811.2211.22叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.15.05.15.05.15.22.01.91.910111213338.1993.245337.9203.243338.0383.249338.7723.245340.5833.246342.0153.249343.6083.249345.2293.244346.9653.242348.9933.24210.440.57338.4523.242342.537-6.0338.7483.246####-5.911.240.5410.450.51338.1693.244342.256-5.0338.4223.241####-5.111.220.5310.440.54338.2953.242342.380-5.0338.5403.247####-4.911.220.5710.450.59339.0243.243343.110-5.0339.2733.244####-5.011.220.5410.440.59340.8373.242344.922-5.0341.0863.243####-5.011.220.5510.440.51342.2733.241345.922-5.0342.5203.244####-4.910.510.5610.650.54343.7063.246347.680-2.3343.8273.240####-2.411.000.5610.670.54345.3243.249349.1182.010.670.55347.0603.247350.8522.010.890.57348.9813.244352.7702.0345.2253.248####2.0346.9603.247####2.0348.8813.244####2.010.670.5310.670.5110.660.5811.46-0.2压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第8层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67810.6210.6310.6710.6010.6210.6310.8110.8410.85叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.15.14.95.14.95.11.92.12.010111213338.4443.000338.1692.994338.2962.991339.0202.997340.8362.993342.2692.995343.8592.998345.4752.998347.2112.996349.2353.00010.100.51338.6982.996342.537-6.0338.9962.998####-6.010.830.5610.090.53338.4232.990342.256-5.0338.6702.993####-4.910.810.5510.100.57338.5422.995342.380-5.0338.7912.996####-5.010.820.5910.100.50339.2732.994343.110-5.0339.5242.993####-5.010.820.5510.100.52341.0822.997344.922-5.0341.3332.996####-5.010.820.5710.090.54342.5232.991345.922-4.0342.7152.999####-3.810.100.5910.290.52343.9532.999347.680-2.3344.0732.994####-2.410.610.5310.290.54345.5822.991349.1182.010.300.55347.3122.995350.8522.010.520.52349.2272.998352.7702.0345.4733.000####2.2347.2132.994####2.0349.1312.994####1.910.290.5510.300.5410.310.5111.04-0.2压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第9层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)67810.3010.3410.3010.2610.2810.3010.4610.4910.49叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202194.95.05.05.05.05.02.02.02.0109.759.759.749.759.759.759.919.949.94111213338.7032.741338.4202.743338.5452.742339.2722.745341.0832.746342.5182.746344.1102.747345.7242.749347.4642.743349.4922.7430.54338.9462.748342.537-6.0339.2502.744####-6.110.430.590.59338.6692.744342.256-5.0338.9192.744####-5.010.410.570.56338.7972.740342.380-5.0339.0382.749####-4.810.400.560.51339.5232.744343.110-5.0339.7762.741####-5.110.410.550.53341.3332.746344.922-5.0341.5812.748####-5.010.410.520.54342.7672.747345.922-4.0342.9722.742####-4.19.710.540.55344.2102.742347.680-2.3344.3252.742####-2.310.210.550.55345.8262.747349.1182.00.56347.5622.745350.8522.0345.7292.744####1.9347.4582.749####2.1349.3822.743####2.09.940.609.940.529.930.5210.70-0.210.140.57349.4832.742352.7702.0压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第10层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)6789.999.939.959.9410.009.9210.0610.1510.14叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.05.05.05.04.94.91.82.02.0109.409.409.409.409.419.409.559.579.589.77111213338.9492.495338.6702.493338.7912.496339.5252.492341.3362.493342.7732.491344.3642.493345.9812.492347.7122.495349.7362.4990.58339.1992.495342.537-6.0339.4962.498####-5.910.010.540.53338.9202.493342.256-5.0339.1642.499####-4.910.000.570.55339.0402.497342.380-5.0339.2912.496####-5.010.010.600.54339.7732.494343.110-5.0340.0262.491####-5.110.010.540.59341.5802.499344.922-5.0341.8382.491####-5.210.010.520.52343.0172.497345.922-4.0343.2232.4919.84-4.19.320.520.50344.4552.497347.680-2.3344.5692.498####-2.39.830.530.58346.0812.492349.1182.00.57347.8102.497350.8522.00.51349.7302.495352.7702.0345.9792.494####2.0347.7122.495####2.0349.6252.500####2.19.570.589.580.509.570.5410.28-0.1压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第11层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)6789.569.599.609.629.639.639.729.809.769.96叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.05.05.15.14.95.02.01.92.0-0.2109.059.069.059.059.059.059.199.219.219.39111213339.2002.244338.9152.248339.0402.247339.7682.249341.5872.242343.0222.242344.6072.250346.2292.244347.9612.246349.9912.2440.51339.4502.244342.537-6.0339.7462.248####-5.99.590.510.53339.1632.250342.256-5.0339.4172.246####-5.19.610.570.54339.2942.243342.380-5.0339.5472.240####-5.19.600.510.56340.0232.244343.110-5.0340.2772.240####-5.19.600.580.58341.8322.247344.922-5.0342.0822.247####-5.09.610.550.58343.2722.242345.922-5.0343.5202.2449.48-5.08.890.580.53344.7062.246347.680-2.3344.8252.2429.97-2.49.440.530.59346.3262.247349.1182.00.55348.0602.247350.8522.00.57349.9822.243352.7702.0346.2282.2459.80347.9602.2479.78349.8762.2499.762.02.02.19.210.599.210.579.210.55压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第12层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)6789.309.259.229.319.259.279.359.369.439.57叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.15.15.04.94.95.01.82.11.9-0.4108.718.708.718.718.708.718.828.848.859.02111213339.4451.999339.1701.993339.2891.998340.0241.993341.8391.990343.2691.995344.8641.993346.4741.999348.2121.995350.2431.9920.60339.6991.995342.537-6.0340.0031.9919.78-6.19.180.600.55339.4231.990342.256-5.0339.6691.9949.76-4.99.190.570.51339.5411.996342.380-5.0339.7901.9979.79-5.09.200.590.60340.2672.000343.110-5.0340.5181.9999.76-5.09.200.550.54342.0861.993344.922-5.0342.3301.9999.70-4.99.200.500.56343.5181.996345.922-5.0343.7721.9929.07-5.18.490.580.53344.9551.997347.680-2.3345.0751.9929.65-2.49.050.590.52346.5811.992349.1182.00.59348.3091.998350.8522.00.56350.2252.000352.7702.0346.4801.9939.44348.2081.9999.43350.1281.9979.372.02.01.98.840.608.850.588.850.52压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司K14+910-K15+260 92区第13层路段桩号设计标高(m)12K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885ZJ203第 页 共 页
路面总厚(m)30.660.660.660.660.660.660.660.660.660.66设计标高(m)4342.104341.823341.947342.677344.489345.924347.483349.118350.852352.907设计横坡%55.05.05.05.05.05.01.92.02.0-0.2监理单位：**咨询监理有限公司边坡坡比1:1.5 测量左边（缘）中线现有与床现测现测理论宽度现有与床标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)(m)6788.938.858.938.898.888.899.019.089.049.19叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)202195.05.15.04.94.95.02.01.92.1-0.4108.368.358.368.368.368.358.468.498.488.64111213339.6951.749339.4171.746339.5411.746340.2741.743342.0881.741343.5221.742345.1081.749346.7271.746348.4601.747350.4951.7400.57339.9471.747342.537-6.0340.2451.7499.36-6.08.780.590.50339.6721.741342.256-5.0339.9221.7419.29-5.08.780.510.58339.7931.744342.380-5.0340.0461.7419.37-5.18.790.590.53340.5201.747343.110-5.0340.7721.7459.31-5.08.790.520.53342.3321.747344.922-5.0342.5821.7479.37-5.08.790.580.54343.7731.741345.922-5.0344.0201.7448.67-4.98.080.590.55345.2061.746347.680-2.3345.3231.7449.21-2.38.660.550.60346.8231.750349.1182.00.56348.5671.740350.8522.00.55350.4761.749352.7702.0346.7271.7469.08348.4581.7499.05350.3831.7428.991.92.21.98.490.608.480.578.480.50压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日洗里公路改建工程
路基填筑过程中质检记录表
承包单位：**建工有限责任公司监理单位：**咨询监理有限公司K14+910-K15+260 92区第14层（区顶）边坡坡比1:1.5 路段测量左边（缘）中线设计路面桩号设计设计现有与床现测现测理论宽度现有与床标高总厚标高横坡标高面距宽度横坡宽度偏差标高面距(m)(m)(m)%(m)(m)(m)%(m)(m)(m)(m)1230.660.660.660.660.660.660.660.660.660.66ZJ203第 页 共 页
叶**设计标高(m)14设计横坡%15编号：尚**计算复核右边（缘）现有与床现测现测标高面距宽度横坡(m)(m)(m)%16171819张*理论宽度宽度偏差(m)(m)20214342.104341.823341.947342.677344.489345.924347.483349.118350.852352.90755.05.05.05.05.05.01.92.02.0-0.26788.588.588.598.558.558.608.668.678.628.7795.05.05.15.05.14.91.81.82.0-0.1108.018.018.008.008.018.018.098.128.128.26111213K14+915342.354K14+960342.073K14+980342.197K15+020342.927K15+070344.739K15+100346.174K15+130347.612K15+163349.233K15+200350.967K15+240352.885339.9481.496339.6681.495339.7931.494340.5251.492342.3291.500343.7701.494345.3651.492346.9811.492348.7101.497350.7381.4970.57340.1991.495342.537-5.0340.4521.4928.90-5.18.380.520.57339.9171.496342.256-5.0340.1651.4988.93-5.08.390.540.58340.0471.490342.380-5.0340.2971.4908.88-5.08.380.510.55340.7741.493343.110-5.0341.0251.4928.89-5.08.380.510.54342.5851.494344.922-5.0342.8381.4918.97-5.18.380.590.59344.0161.498345.922-5.0344.2711.4938.24-5.17.680.560.57345.4551.497347.680-2.3345.5691.4988.81-2.38.280.530.55347.0731.500349.1182.00.50348.8101.497350.8522.00.51350.7331.492352.7702.0346.9801.4938.63348.7111.4968.67350.6291.4968.621.92.02.18.120.518.120.558.110.50压实度情况自检说明：合格 详见CS208表监理评语：质检人员：蒋新良 年 月 日监理员或专业监理工程师：李琦年 月 日桩 号K14+915K14+960K14+980K15+020K15+070K15+100K15+130K15+163K15+200K15+240位置左右左右左右左右左右左右左右左右左右左右设计340.188339.924340.030340.771342.574344.014345.443347.067348.794350.7320实测340.199339.917340.047340.774342.585344.016345.455347.073348.810350.733K14+910-K15+260下路堤 区顶验收CS102纵断面高程（m）35差值设计实测差值设计实测差值0.011-0.0070.0170.0030.0110.0020.0120.0060.0160.001340.038339.774339.880340.621342.424343.864345.386347.007348.734350.726340.0420.004340.438340.419-0.019横坡度（%）设计实测差值设计5.0-5.05.0-5.05.0-5.05.0-5.05.05.05.01.92.02.00.2实测5.2-4.45.2-4.76.2-4.65.1-4.85.35.25.33.02.03.10.9差值0.20.60.20.31.20.40.10.20.30.20.31.10.01.10.7339.760-0.014340.174340.154-0.020339.860-0.020340.280340.275-0.005340.620-0.001341.021341.016-0.005342.4250.001342.324342.323-0.001343.857-0.007345.366-0.020347.0140.007348.717-0.017350.707-0.019
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