水稳--集料筛分、级配曲线

试样名称工程部位试样干燥试样质量m3(g)水洗后筛上总质量m4(g)水洗后0.075mm筛下质量m0.075(g)0.075mm通过率P0.075(%)0.6筛孔尺寸(mm)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)质量通过百分率Pi(%)上限下限31.50.00.00.0100.00.00.00.0100.0100.026.5936.923.423.476.6897.6#N/A#N/A#N/A#N/A19.02525.863.286.613.42498.8#N/A#N/A#N/A#N/A9.50488.212.298.81.2537.1#N/A#N/A#N/A#N/A4.7517.50.499.20.837.6#N/A#N/A#N/A#N/A2.362.50.199.30.73.6#N/A#N/A#N/A#N/A0.61.70.099.30.71.60.0#N/A#N/A#N/A0.0751.80.099.30.71.50.0#N/A#N/A#N/A筛底m底(g)筛分后总量∑mi(g)3974.43977.8损耗m5(g)0.60.2损耗率(%)0.020.01扣除损耗后总量(g)3999.43999.8粗集料筛分试验（水筛法）记录表工程名称：202省道阜阳至阜南段改建工程合同号：S202FYFN-SG01编号：.试表6-9任务单号试验环境温度22℃相对湿度59％试验日期2011.7.26试验设备标准筛、电子天平等试验规程JTGE42-2005试验人员评定标准JTJ034—2000复核人员1#粗集料（9.5-31.5mm）取样地点水稳料场路面基层试样描述洁净、干燥、表面粗糙124000.04000.0结论：依据JTGE42-2005试验规程，实测得1#筛分通过率。平均允许范围(%)3975.03978.025.022.00.60.6试样名称工程部位试样干燥试样质量m3(g)水洗后筛上总质量m4(g)水洗后0.075mm筛下质量m0.075(g)0.075mm通过率P0.075(%)2.2筛孔尺寸(mm)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)质量通过百分率Pi(%)上限下限19.075.92.52.597.552.31.71.798.397.99.502640.7#N/A#N/A#N/A2699.4#N/A#N/A#N/A#N/A4.75121.3#N/A#N/A#N/A104.5#N/A#N/A#N/A#N/A2.3628.01.0#N/A#N/A20.2#N/A#N/A#N/A#N/A0.612.0#N/A#N/A#N/A10.0#N/A#N/A#N/A#N/A0.07570.0#N/A#N/A#N/A58.7#N/A#N/A#N/A#N/A筛底m底(g)筛分后总量∑mi(g)2947.92945.1损耗m5(g)2.2(26.7)损耗率(%)0.07-0.91扣除损耗后总量(g)2997.83026.7粗集料筛分试验（水筛法）记录表工程名称：202省道阜阳至阜南段改建工程合同号：S202FYFN-SG01编号：.试表6-9任务单号试验环境温度22℃相对湿度59％试验日期2011.7.26试验设备标准筛、电子天平等试验规程JTGE42-2005试验人员评定标准JTJ034—2000复核人员2#粗集料（4.75-19mm）取样地点水稳料场81.6水稳碎石基层试样描述洁净、干燥、表面粗糙12300030001.72.7结论：依据JTGE42-2005试验规程，实测得2#筛分通过率。平均允许范围(%)2950.12918.449.9试样名称工程部位试样干燥试样质量m3(g)水洗后筛上总质量m4(g)水洗后0.075mm筛下质量m0.075(g)0.075mm通过率P0.075(%)2.4筛孔尺寸(mm)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)分计筛余质量mi(g)分计筛余百分率P'i(%)累计筛余百分率Qi(%)质量通过百分率Pi(%)质量通过百分率Pi(%)上限下限9.5976.932.632.667.4986.032.932.967.167.24.751665.3#N/A#N/A#N/A1697.3#N/A#N/A#N/A#N/A2.36254.7#N/A#N/A#N/A219.4#N/A#N/A#N/A#N/A0.6019.4#N/A#N/A#N/A16.7#N/A#N/A#N/A#N/A0.0755.0#N/A#N/A#N/A4.1#N/A#N/A#N/A#N/A筛底m底(g)筛分后总量∑mi(g)2921.32923.5损耗m5(g)6.23.9损耗率(%)0.210.13扣除损耗后总量(g)2993.82996.1粗集料筛分试验（水筛法）记录表工程名称：202省道阜阳至阜南段改建工程合同号：S202FYFN-SG01编号：.试表6-9任务单号试验环境温度22℃相对湿度59％试验日期2011.7.26试验设备标准筛、电子天平等试验规程JTGE42-2005试验人员评定标准JTJ034—2000复核人员3#粗集料（2.36-4.75mm）取样地点水稳料场72.6水稳碎石基层试样描述洁净、干燥、表面粗糙1230003000.02.42.4结论：依据JTGE42-2005试验规程，实测得3#筛分通过率。平均允许范围(%)2927.52927.472.5任务单号试验日期试验规程评定标准试样名称工程部位9.54.752.360.600.075底分计筛余质量mi（g）0.042.8260.7324.5165.80.0分计筛余百分率Pi（%）0.04.326.132.516.60.0累计筛余百分率Ai（%）0.04.330.462.879.493.0质量通过百分率Ti（%）100.095.769.737.220.67.0分计筛余质量mi（g）0.047.1259.4338.8151.50.0分计筛余百分率Pi（%）0.04.725.933.915.20.0累计筛余百分率Ai（%）0.04.730.764.579.793.4质量通过百分率Ti（%）100.095.369.435.520.36.6100.095.569.536.320.56.8∕∕结论细集料筛分试验（水筛法）记录表工程名称：202省道阜阳至阜南段改建工程合同号：S202FYFN-SG01编号：.试验环境温度22℃相对湿度59％2011.7.14试验设备标准筛、电子天平等JTGE42-2005试验人员JTJ034—2000复核人员4#细集料（0-2.36mm）取样地点水稳料场水稳碎石基层试样描述洁净、干燥、表面粗糙第一组第二组1000.01000.0烘干试样水洗前质量m1(g)水洗后烘干试样质量m2(g)793.6799.7小于0.075mm颗粒质量m3(g)206.4200.3依据JTGE42-2005试验规程，实测得4#筛分通过率。0.075mm通过率(%)20.3筛分结果质量通过百分率Ti（%）上限（%）下限（%）试样编号12筛孔尺寸（mm）细度模数Mx1=细度模数Mx2=细度模数Mx=∕31.526.519.09.54.752.360.60.075100.0#N/A#N/A#N/A#N/A#N/A#N/A#N/A100.0100.097.9#N/A#N/A#N/A#N/A#N/A100.0100.0100.067.2#N/A#N/A#N/A#N/A100.0100.0100.0100.095.569.536.320.51#料25.025.0#N/A#N/A#N/A#N/A#N/A#N/A#N/A2#料30.030.030.029.4#N/A#N/A#N/A#N/A#N/A3#料28.028.028.028.018.8#N/A#N/A#N/A#N/A4#料18.018.018.018.018.017.212.56.53.7101.0#N/A#N/A#N/A#N/A#N/A#N/A#N/A100.0100.086.058.032.028.015.03.0100.090.068.038.022.016.08.00.0100.095.077.048.027.022.011.51.5100.095.077.048.027.022.011.51.5水泥稳定碎石配合比组成设计在下列筛孔（mm）上的通过率（%）1#料2#料3#料4#料矿料筛分矿料用量比例材料名称及用量混合料设计级配级配上限级配下限级配中值级配中值0.010.020.030.040.050.060.070.080.090.0100.0通过率（%）0.0750.62.364.759.51926.531.5筛孔尺寸（mm）筛孔尺寸（mm）31.526.519.09.54.752.360.60.075100.043.82.90.8#N/A0.70.50.2100.0100.084.67.61.20.90.70.2100.0100.0100.060.012.02.21.50.2100.0100.0100.0100.093.763.623.66.21#料24.024.010.50.70.2#N/A0.20.10.02#料24.024.024.020.31.80.30.20.20.03#料20.020.020.020.012.02.40.40.30.04#料32.032.032.032.032.030.020.47.62.0100.086.573.046.0#N/A21.28.12.1100.0100.089.067.049.035.022.07.0100.090.072.047.029.017.08.00.0100.095.080.557.039.026.015.03.5水泥稳定碎石配合比组成设计在下列筛孔（mm）上的通过率（%）1#料2#料3#料4#料材料名称及用量矿料筛分矿料用量比例混合料设计级配施工规范级配上限施工规范级配下限施工规范级配中值31.526.519.09.54.752.360.60.075100.076.412.90.60.20.10.10.1100.0100.097.47.93.82.92.50.1100.0100.0100.067.110.63.22.72.5100.0100.0100.0100.095.369.435.520.31#料22.022.016.82.80.10.00.00.00.02#料22.022.022.021.41.70.80.60.60.03#料27.027.027.027.018.12.90.90.70.74#料29.029.029.029.029.027.620.110.35.9100.094.880.349.031.421.711.66.6100.0100.089.067.049.035.022.07.0100.090.072.047.029.017.08.00.0100.095.080.557.039.026.015.03.5100.086.058.032.028.015.03.0100.068.038.022.016.08.00.0100.077.048.027.022.011.51.5设计规范级配上限设计规范级配下限水泥稳定碎石配合比组成设计在下列筛孔（mm）上的通过率（%）1#料2#料3#料4#料材料名称及用量设计规范级配中值矿料筛分矿料用量比例混合料设计级配施工规范级配上限施工规范级配下限施工规范级配中值31.526.519.09.54.752.360.60.075100.076.412.90.60.20.10.10.1100.0100.097.48.95.14.34.01.8100.0100