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1、弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期2008.5.30检测桩号检测日期检测部位 允许弯沉值（0.01mm)实测弯沉值（%）12345678910备注K1200K17602007.10.15左幅路床(第一车道)3.222.172.011.652.362.011.511.652.602.882.133.221.892.952.722.601.891.391.752.012.222.133.222.392.602.952.722.602.011.571.681.901.683.221.992.192.37
2、2.482.242.332.012.101.791.993.221.902.261.571.792.012.122.802.572.462.243.221.901.792.011.792.172.01K1760K18902007.11.5(左幅路床第一车道)3.222.102.222.202.032.362.522.292.222.082.273.222.452.662.151.99K1890K1+9802008.1.10(左幅路床第一车道)3.221.151.131.011.291.101.191.041.011.151.17K1+980K2+1802007.11.15左幅路床(第一车道)3
3、.222.012.082.012.112.522.471.912.011.961.893.222.352.442.152.152.522.541.861.942.062.113.221.911.86K2+180K2+4002007.10.30左幅路床(第一车道)3.221.101.221.221.261.301.151.371.331.061.303.221.241.441.151.301.191.351.101.261.130.973.221.280.95结果评定平均值k=1.79均方差S=0.54检测点数n=146代表值=K+ZaS=2.67层数路床结论合格 试验：计算：审核：审定：监理意
4、见：弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期检测桩号检测日期检测部位 允许弯沉值（0.01mm)实测弯沉值（%）12345678910备注K1200K17602007.10.15右幅路床(第一车道)3.222.362.132.362.132.462.722.952.362.462.723.221.281.132.132.463.222.692.622.052.221.891.981.971.792.011.573.222.012.462.482.242.302.241.901.972.011.793.2
5、22.012.102.012.011.791.991.792.102.192.013.222.012.242.282.102.011.79K1760K18902007.11.5(右幅路床第一车道)3.221.871.992.342.452.222.662.522.382.082.033.222.902.662.292.10K1890K1+9802008.1.10(右幅路床第一车道)3.221.471.290.991.221.401.191.041.291.131.10K1+980K2+1802007.11.15右幅路床(第一车道)3.221.571.671.982.012.132.522.32
6、2.522.112.153.222.882.781.942.032.492.132.181.792.402.133.221.791.69K2+180K2+4002007.10.30右幅路床(第一车道)3.220.820.950.950.730.760.910.910.840.890.933.220.780.860.670.910.780.930.660.800.690.683.220.800.930.950.88结果评定平均值k=1.66均方差S=0.69检测点数n=142代表值=K+ZaS=2.79层数路床结论合格 试验：计算：审核：审定：监理意见：弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公
7、路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期检测桩号检测日期检测部位 允许弯沉值（0.01mm)实测弯沉值（%）12345678910备注K1200K16002007.12.3左幅级配碎石底基层(第一车道)1.580.870.960.911.021.000.910.830.740.700.721.580.700.780.760.780.870.851.040.960.960.961.580.800.780.800.700.760.850.981.091.020.961.580.781.040.910.930.870.930.830.911.091.
8、091.580.830.87K1600K18902007.12.14左幅级配碎石底基层(第一车道)1.580.610.610.610.740.650.710.840.780.630.671.580.760.670.480.530.590.590.740.710.820.861.580.800.760.820.820.670.550.670.690.650.63K1890K1+9802008.2.23左幅级配碎石底基层(第一车道)1.580.430.510.490.390.370.330.390.430.530.51K1+980K2+3002007.12.14左幅级配碎石底基层(第一车道)1.5
9、80.590.710.590.550.590.610.610.610.800.651.580.800.880.690.740.740.630.670.690.690.781.580.630.550.570.550.590.570.710.710.730.801.580.710.650.820.82K2+300K2+595.6752007.12.14左幅级配碎石底基层(第一车道)1.580.710.710.760.650.530.530.480.590.780.671.580.690.690.500.460.590.590.650.780.780.801.580.670.760.710.760.
10、690.630.570.550.650.65结果评定平均值k=0.72均方差S=0.15检测点数n=148代表值=K+ZaS=0.97层数级配碎石底基层结论合格 试验：计算：审核：审定：监理意见：弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期检测桩号检测日期检测部位 允许弯沉值（0.01mm)实测弯沉值（%）12345678910备注K1200K16002007.12.3右幅级配碎石底基层(第一车道)1.580.870.911.171.201.090.910.870.870.910.801.580.910.8
11、90.960.800.850.700.800.890.870.931.580.850.890.830.831.041.070.780.591.021.281.580.720.851.111.241.201.020.930.800.630.721.580.800.87K1600K18902007.12.14右幅级配碎石底基层(第一车道)1.580.610.610.670.630.650.590.610.630.860.761.580.820.730.630.780.860.800.710.690.530.531.580.820.820.820.840.840.920.630.500.570.69
12、K1890K2+0002008.2.23右幅级配碎石底基层(第一车道)1.580.390.470.390.470.430.490.490.490.550.631.580.530.45K2+000K2+3002007.12.14右幅级配碎石底基层(第一车道)1.580.590.710.590.550.590.610.610.610.800.651.580.800.880.690.740.740.630.670.690.690.781.580.590.710.590.550.590.610.610.610.800.651.580.800.88K2+300K2+595.6752007.12.14右幅
13、级配碎石底基层(第一车道)1.580.760.800.820.820.840.710.710.840.610.57结果评定平均值k=0.75均方差S=0.17检测点数n=148代表值=K+ZaS=1.03层数级配碎石底基层结论合格 试验：计算：审核：审定：监理意见：弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期检测桩号检测日期检测部位 允许弯沉值（0.01mm)实测弯沉值（%）12345678910备注K1200K14402007.12.26左幅水泥稳定碎石基层(第一车道)0.500.270.250.330.
14、270.330.350.290.270.250.290.500.370.450.330.330.330.370.390.330.250.370.500.470.160.270.230.430.35K1440K16002008.1.10左幅水泥稳定碎石基层(第一车道)0.500.250.190.340.230.300.280.370.350.410.410.500.230.270.160.230.420.340.350.28K1600K18902008.1.10左幅水泥稳定碎石基层(第一车道)0.500.300.280.350.320.340.440.420.410.460.460.500.27
15、0.280.160.210.350.370.440.480.480.410.500.300.210.270.300.180.270.350.320.340.30K1890K2+0002008.3.11左幅水泥稳定碎石基层(第一车道)0.500.260.270.180.260.200.200.180.260.240.220.500.270.31K2+000K2+0902008.2.23左幅水泥稳定碎石基层(第一车道)0.500.240.220.240.270.240.220.390.330.310.350.500.290.35K2+090K2+4002008.2.23左幅水泥稳定碎石基层(第一车
16、道)0.500.220.370.290.290.260.260.260.200.240.160.500.290.370.280.350.240.200.240.310.220.260.500.280.290.160.220.280.310.310.240.260.31结果评定平均值k=0.30均方差S=0.07检测点数n=152代表值=K+ZaS=0.42层数水泥稳定碎石基层结论合格 试验：计算：审核：审定：监理意见：弯弯沉沉值值汇汇总总表表施工单位江苏苏辰公路工程有限公司工程名称明阳工业区路网工程新城大道标监理单位广西建设监理有限责任公司填表日期检测桩号检测日期检测部位 允许弯沉值（0.01
17、mm)实测弯沉值（%）12345678910备注K1200K14402007.12.26右幅水泥稳定碎石基层(第一车道)0.500.390.310.310.210.410.170.140.120.390.370.500.310.430.330.350.490.280.140.350.370.430.500.370.210.290.330.250.29K1440K16002008.1.10右幅水泥稳定碎石基层(第一车道)0.500.160.150.300.320.180.230.140.210.320.280.500.350.350.420.370.300.320.280.39K1600K189
18、02008.1.10右幅水泥稳定碎石基层(第一车道)0.500.300.270.180.160.230.280.340.350.340.370.500.320.300.300.320.180.180.300.280.190.160.500.230.250.210.140.210.210.280.390.270.25K1890K2+0002008.3.11右幅水泥稳定碎石基层(第一车道)0.500.280.240.200.260.140.220.240.260.310.200.500.240.29K2+000K2+1002008.2.23右幅水泥稳定碎石基层(第一车道)0.500.370.290.220.240.390.430.350.220.220.270.500.250.20K2+100K2+4102008.2.23右幅水泥稳定碎石基层(第一车道)0.500.330.310.290.240.370.330.290.290.260.220.500.370.290.310.350.260.240.220.180.200.31结果评定平均值k=0.28均方差S=0.08检测点数n=150代表值=K+ZaS=0.41层数水泥稳定碎石基层结论合格 试验：计算：审核：审定：监理意见：