玉 水稳 混合筛分..

混合料集料筛分试验记录

承包单位：监理单位：工程名称取样地点试样规格混合料总量(g)干燥试样重(g)水洗后筛上总量(g)水洗后0.075mm筛下量(g)0.075mm通过率(%)筛孔尺寸(mm)31.5199..752.360.60.075(g)0.01024.41113.1922.4456.8479.0261.7(%)0.023.125.120.810.310.85.9江苏恒基路桥有限公司江西省公路工程监理公司

吉莲高速公路水稳拌合楼0-31.5mm第1组4756.44435.94258.5177.44.0(%)0.023.148.269.079.390.196.0率(%)100.076.951.831.020.79.94.0(g)0.01031.91123.3972.38.3516.0292.2(%)0.022.624.621.39.611.36.4合 同 段：AP1本表编号：

施工路段试样名称材料产地第2组47.14567.14375.3191.84.2(%)0.022.7.268.578.1.495.8率(%)100.077.452.831.521.910..24.1率(%)100.077.252.331.221.310.24.1100～100通过率（%）70605040K23+650～K24+000水泥稳定碎石混合料敖城玉芳采石场试验单位试验规程试验负责人筛分曲线AP1标工地试验室JTG E42-2005/T0302-2005平均100要求级配9080筛上重分计筛余累计筛余通过百分筛上重分计筛余累计筛余通过百分通过百分69.7～81.740.6～52.625.8～33.815.2～23.25.81.7～13.8～5.730201000.0750.62.3.75筛分后总量(g)损耗m(g)损耗率(%)扣除损耗后总量(%)4257.41.10.034434.84374.31.00.024566.19.5筛孔（mm）19结论：依据《公路工程集料试验规程》JTG E42-2005试验，该结果符合《公路基层施工技术规范》JTJ034-2000及吉莲高速公路中下基层施工指导意见要求试验：复核：监理工程师：日期:2011.12.0531.526.51910079.210.410010098.51001001001001001002519.82.6292928.5718181828282810094.877.1731..723100193.76269.79.52.740..752.01625.82.361.47215.20.60.7955.80.0750.31201613.29..751.910.50.573.149.19.91.610010098.511100100100980.4750.250.1250.12521.214.242.8710.4181817.731.9828282827.4467.6760.4948.72630.0110010010081.776.975.752.653.6.633.835.829.823.220.719.213..99.84.72.42.35

2.361.180.50.50.80.83.82.469.850.80.1250.1250.2320.2320.6840.43219.14.2220.5915.0175.746.629.819.29.83.7

0.60.30.200.50.50.5##0.80.80.8##1.611134.223.817120.1250.1250.100.2320.2320.200.2880.180.209.5766..8310.227.2015.44

0.250.290.180.28

S239

31.5#REF!851

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005《公路路面指导意见要求S239

江西省吉安至莲花高速公路工程建设项目

混合料集料筛分试验记录

承包单位：监理单位：工程名称取样地点试样规格混合料总量(g)干燥试样重(g)水洗后筛上总量(g)水洗后0.075mm筛下量(g)0.075mm通过率(%)筛孔尺寸(mm)31.5199..752.360.60.075(g)0.0990.01159.3855.4416.8455.9273.4(%)0.022.826.719.79.610.56.3江苏恒基路桥有限公司江西省公路工程监理公司

吉莲高速公路水稳拌合楼0-31.5mm第1组4672.84345.341.1191.24.4(%)0.022.849.569.278.8.395.6率(%)100.077.250.530.821.210.74.4(g)0.01031.31134.4928.2390.1470.8336.1(%)0.023.025.320.78.710.57.5合 同 段：AP1本表编号：

施工路段试样名称材料产地第2组4826.04487.84294.8193.04.3(%)0.023.048.369.077.788.295.7率(%)100.077.051.731.022.311.84.34.4率(%)100.077.151.130.921.811.24.4100～100通过率（%）706050403020100K23+650～K24+000水泥稳定碎石混合料敖城玉芳采石场试验单位试验规程试验负责人筛分曲线AP1标工地试验室JTG E42-2005/T0302-2005平均100要求级配9080筛上重分计筛余累计筛余通过百分筛上重分计筛余累计筛余通过百分通过百分69.7～81.740.6～52.625.8～33.815.2～23.25.81.7～13.8～5.70.0750.62.3.75筛分后总量(g)损耗m(g)损耗率(%)扣除损耗后总量(%)4150.83.30.084342.04290.93.90.094483.99.5筛孔（mm）1931.5结论：依据《公路工程集料试验规程》JTG E42-2005试验，该结果符合《公路路面基层施工技术规范》JTJ034-2000及吉莲高速公路中下基层施工指导意见要求试验：复核：监理工程师：日期:2011.12.0531.526.51910079.210.410010098.51001001001001001002519.82.6292928.5718181828282810094.877.1731..723100193.76269.79.52.740..752.01625.82.361.47215.20.60.7955.80.0750.31201613.29..751.910.50.573.149.19.91.610010098.511100100100980.4750.250.1250.12521.214.242.8710.4181817.731.9828282827.4467.6760.4948.72630.0110010010081.776.975.752.653.6.633.835.829.823.220.719.213..99.84.72.42.35

2.361.180.50.50.80.83.82.469.850.80.1250.1250.2320.2320.6840.43219.14.2220.5915.0175.746.629.819.29.83.7

0.60.30.200.50.50.5##0.80.80.8##1.611134.223.817120.1250.1250.100.2320.2320.200.2880.180.209.5766..8310.227.2015.44

0.250.290.180.28

#REF!886

#REF!

S239

江西省吉安至莲花高速公路工程建设项目

混合料集料筛分试验记录

承包单位：监理单位：工程名称取样地点试样规格混合料总量(g)干燥试样重(g)水洗后筛上总量(g)水洗后0.075mm筛下量(g)0.075mm通过率(%)筛孔尺寸(mm)31.5199..752.360.60.075(g)0.0997.51284.5911.0355.3491.9336.9(%)0.021.928.220.07.810.87.4江苏恒基路桥有限公司江西省公路工程监理公司

吉莲高速公路水稳拌合楼0-31.5mm第1组4872.44557.34379.6177.73.9(%)0.021.950.170.177.988.796.1率(%)100.078.149.929.922.111.33.9(g)0.01009.31061.3883.7407.2537.1251.0(%)0.023.324.520.49.412.45.8合 同 段：AP1本表编号：

施工路段试样名称材料产地第2组4635.14335.34153.2182.14.2(%)0.023.347.868.277.690.095.8率(%)100.076.752.231.822.410.04.24.0率(%)100.077.451.030.822.210..0100～100通过率（%）706050403020100K23+650～K24+000水泥稳定碎石混合料敖城玉芳采石场试验单位试验规程试验负责人筛分曲线AP1标工地试验室JTG E42-2005/T0302-2005平均100要求级配9080筛上重分计筛余累计筛余通过百分筛上重分计筛余累计筛余通过百分通过百分69.7～81.740.6～52.625.8～33.815.2～23.25.81.7～13.8～5.70.0750.62.3.75筛分后总量(g)损耗m(g)损耗率(%)扣除损耗后总量(%)4377.12.50.05.84149.63.60.094331.79.5筛孔（mm）1931.5结论：依据《公路工程集料试验规程》JTG E42-2005试验，该结果符合《公路路面基层施工技术规范》JTJ034-2000及吉莲高速公路中下基层施工指导意见要求试验：复核：监理工程师：日期:2011.12.0531.526.51910079.210.410010098.51001001001001001002519.82.6292928.5718181828282810094.877.1731..723100193.76269.79.52.740..752.01625.82.361.47215.20.60.7955.80.0750.31201613.29..751.910.50.573.149.19.91.610010098.511100100100980.4750.250.1250.12521.214.242.8710.4181817.731.9828282827.4467.6760.4948.72630.0110010010081.776.975.752.653.6.633.835.829.823.220.719.213..99.84.72.42.35

2.361.180.50.50.80.83.82.469.850.80.1250.1250.2320.2320.6840.43219.14.2220.5915.0175.746.629.819.29.83.7

0.60.30.200.50.50.5##0.80.80.8##1.611134.223.817120.1250.1250.100.2320.2320.200.2880.180.209.5766..8310.227.2015.44

0.250.290.180.28

#REF!948

#REF!

S239

江西省吉安至莲花高速公路工程建设项目

混合料集料筛分试验记录

承包单位：监理单位：工程名称取样地点试样规格混合料总量(g)干燥试样重(g)水洗后筛上总量(g)水洗后0.075mm筛下量(g)0.075mm通过率(%)筛孔尺寸(mm)31.5199..752.360.60.075(g)0.01057.31213.66.4519.4459.7243.4(%)0.023.026.419.511.310.05.3江苏恒基路桥有限公司江西省公路工程监理公司

吉莲高速公路水稳拌合楼0-31.5mm第1组4922.04599.24392.2207.04.5(%)0.023.049.468.980.290.295.5率(%)100.077.050.631.119..84.5(g)0.0956.21141.4900.2361.8469.5279.9(%)0.022.226.520.98.410.96.5合 同 段：AP1本表编号：

施工路段试样名称材料产地第2组4612.44309.94111.6198.34.6(%)0.022.248.769.678.088.995.4率(%)100.077.851.330.422.011.14..6率(%)100.077.451.030.820.910.44.6100～100通过率（%）706050403020100K23+650～K24+000水泥稳定碎石混合料敖城玉芳采石场试验单位试验规程试验负责人筛分曲线AP1标工地试验室JTG E42-2005/T0302-2005平均100要求级配9080筛上重分计筛余累计筛余通过百分筛上重分计筛余累计筛余通过百分通过百分69.7～81.740.6～52.625.8～33.815.2～23.25.81.7～13.8～5.70.0750.62.3.75筛分后总量(g)损耗m(g)损耗率(%)扣除损耗后总量(%)43.82.40.0596.84109.02.60.0307.39.5筛孔（mm）1931.5结论：依据《公路工程集料试验规程》JTG E42-2005试验，该结果符合《公路路面基层施工技术规范》JTJ034-2000及吉莲高速公路中下基层施工指导意见要求试验：复核：监理工程师：日期:2011.12.0531.526.51910079.210.410010098.51001001001001001002519.82.6292928.5718181828282810094.877.1731..723100193.76269.79.52.740..752.01625.82.361.47215.20.60.7955.80.0750.31201613.29..751.910.50.573.149.19.91.610010098.511100100100980.4750.250.1250.12521.214.242.8710.4181817.731.9828282827.4467.6760.4948.72630.0110010010081.776.975.752.653.6.633.835.829.823.220.719.213..99.84.72.42.35

2.361.180.50.50.80.83.82.469.850.80.1250.1250.2320.2320.6840.43219.14.2220.5915.0175.746.629.819.29.83.7

0.60.30.200.50.50.5##0.80.80.8##1.611134.223.817120.1250.1250.100.2320.2320.200.2880.180.209.5766..8310.227.2015.44

0.250.290.180.28

#REF!970

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