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X046线阜阳至曹集公路改建工程试-011234561234(g)65.768.163.364.968.463.565.963.659.856.6(g)59.361.657.158.361.356.958.756.853.150.2(g)1515.415.71516.515.41515.415.715(g)6.46.56.26.67.16.67.26.86.76.4(g)44.346.241.443.344.841.543.741.437.435.2(%)14.414.115.015.215.815.916.516.417.918.2(%)17.01.71453预计含水量(%)筒+湿试样质量(g)1252408%1.66331518951.9盒质量筒质量(g)湿试样质量(g)湿密度(g/cm3)干密度(g/cm3)6合同号:01承包人:阜阳市公路工程公司共页第页路基、构造物、路面击实试验记录表1415161718筒容积192519753315331533153315击实方法击实锤质量重型Ⅱ.1试样说明及用途试验单位试样编号取样地点设计剂量筒号4.5kg试验规程试验者报告者技术负责人报告日期99745cm试验次数落距阜阳至曹集公路改建工程01标项目部试验室K7+6008%石灰土JTG057-94盒号盒+湿试样质量盒+干试样质量击实层次和次数大于5mm颗粒含量(%)27(5层)52805295521052901.7119801.681.931.971.991.98最佳含水量:最大干密度:g/cm3%平均含水量水质量干试样质量含水量14.315.115.916.518.119651.681.701.651.701.7513141516171819干密度(g/cm3)含水量W%干密度与含水量关系曲线阜阳路兴公路监理工程公司X046线阜阳至曹集公路改建工程试-011234561234(g)67.569.466.865.269.267.768.367.968.866.3(g)61.262.860.258.862.160.760.960.560.858.5(g)1515.415.71516.515.41515.415.715(g)6.36.66.66.47.177.47.487.8(g)46.247.444.543.845.645.345.945.145.143.5(%)13.613.914.814.615.615.516.116.417.717.9(%)16.31.70最佳含水量:最大干密度:g/cm3%1.651.681.701.84干试样质量含水量13.814.715.616.317.81.66盒+干试样质量盒质量45cm试验次数1885盒号盒+湿试样质量1.621835水质量平均含水量预计含水量(%)筒+湿试样质量(g)筒质量(g)湿试样质量(g)湿密度(g/cm3)干密度(g/cm3)阜阳至曹集公路改建工程01标项目部试验室K8+6008%石灰土JTG057-944.5kg试验规程试验者报告者技术负责人报告日期击实层次和次数击实锤质量大于5mm颗粒含量(%)27(5层)997重型Ⅱ.1试样说明及用途试验单位试样编号取样地点设计剂量筒号落距击实方法筒容积1.891.941.981.9652505290526519353315520063515033153315331519504533151975合同号:01承包人:阜阳市公路工程公司共页第页路基、构造物、路面击实试验记录表1415161718128%1.601.651.701.7513141516171819干密度(g/cm3)含水量W%干密度与含水量关系曲线阜阳路兴公路监理工程公司G105太和北段沥青路面大修工程11121314111213141112(g)1129.651131.071129.451123.021128.311130.161139.231138.421132.451134.27(g)1104.491107.621104.471091.491095.151096.761104.881097.471088.711091.76(g)579.1571.32647.2543.7579.1571.09657.47543.7579.1571.09(g)25.1623.4524.9831.5333.1633.434.3540.9543.7442.51(g)525.39536.3457.27547.79516.05525.67447.41553.77509.61520.67(%)4.794.375.465.766.436.357.687.398.588.16(%)6.42.179124707481748112250124303预计含水量(%)筒+湿试样质量(g)121239365%盒质量筒质量(g)湿试样质量(g)湿密度(g/cm3)干密度(g/cm3)2.09合同号:G105-S01承包人:阜阳公路工程有限责任公司共页第页路基、构造物、路面击实试验记录表5678试样说明及用途4.5kg试验规程试验者49124949748174817481125004989试验单位试样编号取样地点设计剂量筒号筒容积重型Ⅱ.1击实方法大于5mm颗粒含量(%)98(3层)2177报告者技术负责人报告日期击实锤质量2.292.2745105国道太和北段大修工程项目部试验室沥青路面冷再生水泥稳定碎石JTGE51-2009击实层次和次数干试样质量含水量盒号盒+湿试样质量盒+干试样质量45cm试验次数落距47692.198.42.142.172.132.092.262.314.65.66.47.5平均含水量5019水质量试-01最佳含水量:最大干密度:g/cm3%2.052.102.152.202.2534567891011干密度(g/cm3)含水量W%干密度与含水量关系曲线阜阳路兴公路监理工程公司G105太和北段沥青路面大修工程11121314111213141112(g)1129.651131.071129.451123.021128.311130.161139.231138.421132.451134.27(g)1104.491107.621104.471091.491095.151096.761104.881097.471088.711091.76(g)579.1571.32647.2543.7579.1571.09657.47543.7579.1571.09(g)25.1623.4524.9831.5333.1633.434.3540.9543.7442.51(g)525.39536.3457.27547.79516.05525.67447.41553.77509.61520.67(%)4.794.375.465.766.436.357.687.398.588.16(%)6.42.17路基、构造物、路面击实试验记录表试-01合同号:G105-S01承包人:阜阳公路工程有限责任公司共页第页试验单位105国道太和北段大修工程项目部试验室取样地点试验者试样编号试验规程JTGE51-2009设计剂量5%报告日期试样说明及用途沥青路面冷再生水泥稳定碎石报告者技术负责人击实方法重型Ⅱ.1击实锤质量4.5kg筒号筒容积2177456落距45cm击实层次和次数98(3层)12393筒质量(g)74817481大于5mm颗粒含量(%)试验次数123789预计含水量(%)56筒+湿试样质量(g)12250748174817481125001247012430湿密度(g/cm3)2.192.262.312.292.27湿试样质量(g)4769干密度(g/cm3)2.092.142.1749894949491250192.132.09盒号盒+湿试样质量盒+干试样质量盒质量水质量干试样质量8.4含水量平均含水量4.65.6最佳含水量:%最大干密度:g/cm36.47.52.052.102.152.202.2534567891011干密度(g/cm3)含水量W%干密度与含水量关系曲线阜阳路兴公路监理工程公司X046线阜阳至曹集公路改建工程试-01123456123456(g)68.664.366.261.867.759.466.762.963.460.567.468.9(g)61.557.959.355.360.25358.955.755.953.359.160.1(g)1515.415.71516.515.41515.415.71516.515.4(g)7.16.46.96.57.56.47.87.27.57.28.38.8(g)46.542.543.640.343.737.643.940.340.238.342.644.7(%)15.315.115.816.117.217.017.817.918.718.819.519.7(%)19.01.66453预计含水量(%)筒+湿试样质量(g)12519010%1.61331518451.85盒质量筒质量(g)湿试样质量(g)湿密度(g/cm3)干密度(g/cm3)19556合同号:01承包人:阜阳市公路工程公司共页第页路基、构造物、路面击实试验记录表151617181920筒容积1.9618751965527033153315331533153315击实方法击实锤质量重型Ⅱ.1试样说明及用途1.64试验单位试样编号取样地点设计剂量筒号4.5kg试验规程试验者报告者技术负责人报告日期99745cm试验次数落距X046线阜阳至曹集改建工程01标项目部试验室K8+88010%石灰土JTG057-94盒号盒+湿试样质量盒+干试样质量击实层次和次数大于5mm颗粒含量(%)27(5层)52305250516052801.6519351.661.881.921.941.97最佳含水量:最大干密度:g/cm3%平均含水量水质量干试样质量含水量15.21617.117.918.8191519.61.621.641.601.651.70151617181920干密度(g/cm3)含水量W%干密度与含水量关系曲线阜阳路兴公路监理工程公司
本文标题:冷再生击实试验
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