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1、试验日期:年月日试验表44分项工程3%水泥固化砂(20cm)含石率曲线试验报告编号K0+055K0+065K0+075K0+0850-200-200-200-20中右5米中左7米中右10米中线8932893189268931546854735431544478878878878826762670270726991.3921.3921.3921.3921922.411918.101944.681938.9434683426349234661.801.791.801.796#3#9#7#38.231.633.333.370.267.668.769.168.966.267.367.61.31.41.
2、41.530.734.634.034.34.24.04.14.41.731.721.731.711.761.761.761.7698.397.798.397.2工程名陕西省西咸新区秦汉新城秦宫二路,jf称(兰池大道-咸铜铁路)市政工程屈单”陕西四通建设工程有限责任公司桩号K0+035K0+045层次及厚度(Cm)0-200-20取样位置中线中左5米灌砂前砂+容器质量(g)(1)89258942灌砂后砂+容器质量(g)(2)54265503灌砂筒下部锥体内砂质量(g)(3)788788试坑灌入砂的质量(g)(4)(1)-(2)-(3)27112651量砂松散堆积密度(gcm3)(5)1.3921
3、.392试坑体积(cm3)(6)(4)/(5)1947.561904.45试坑中挖出的湿料质量(g)(7)34653384试样湿密度(gcr3)(8)(7)/(6)1.781.78含水量测定盒号(9)2#5#盒质量(g)(10)34.632.6盒+湿料质量(g)(11)69.268.3盒+干料质量(g)(12)67.866.8水质量(g)(13)(11)-(12)1.41.5干料质量(g)(14)(12)-(10)33.234.2平均含水量()(15)(13)/(14)4.24.4干密度(gc)(16)(8)1+(15)1.711.70含石率()(17)最大干密度(gcm3)(18)1.761
4、.76压实度()(19)(16)/(18)97.296.6试验日期:年月日试验表44陕西四通第有限责!嗡程分项工程co,小a、含石率曲线试验3%水泥固化砂(20cm)+qzu4jb.于艮口编节K0+095KO+100K0+1100-200-200-20中左7米中右5米中线8943899589935451545254537887887882704271627091.3921.3921.3921942.531951.151946.123456350634581.781.801.784#8#10#32.234.231.267.565.362.566.164.061.31.41.31.233.929.
5、830.14.14.44.01.711.721.711.761.761.7697.297.797.2工程名陕西省西咸新区秦汉新城秦宫二路施工单位称(兰池大道-咸铜铁路)市政工程桩号层次及厚度(Cm)取样位置灌砂前砂+容器质量(g)(1)灌砂后砂+容器质量(g)(2)灌砂筒下部锥体内砂质量(g)(3)试坑灌入砂的质量(g)(4)(1)-(2)-(3)量砂松散堆积密度(g/cm3)(5)试坑体积(cm3)(6)(4)/(5)试坑中挖出的湿料质量(g)(7)试样湿密度(gcm3)(8)(7)/(6)含水量测定盒号(9)盒质量(g)(10)盒+湿料质量(g)(11)盒+干料质量(g)(12)水质量(g
6、)(13)(11)-(12)干料质量(g)(14)(12)-(10)平均含水量()(15)(13)/(14)干密度(gc)(16)(8)1+(15)含石率()(17)最大干密度(g/cm3)(18)压实度()(19)(16)/(18)试验日期:年月日试验表44分项工程co,小a、含石率曲线试验3%水泥固化砂(20cm)+qzu4jb.于艮口编节KO+160KO+125KO+145KO+1650-200-200-200-20中右5米中右IO米中左7米中右5米8992897489588994545154495472541678878878878827532737269827901.3921.392
7、1.3921.3921977.731966.241938.222004.3135443516346835691.791.791.791.783#4#5#6#31.632.232.638.262.464.564.169.261.263.262.867.91.21.31.31.329.631.030.229.74.14.24.34.41.721.721.721.701.761.761.761.7697.797.797.796.6工程名称陕西省西咸新区秦汉新城秦宫二路(兰池大道-咸铜铁路)市政工程施工单位陕西四通建设工程有限责任公司桩号KO+120KO+140层次及厚度(Cm)0-200-20取样位
8、置中右5米中线灌砂前砂+容器质量(g)(1)89958967灌砂后砂+容器质量(g)(2)54235426灌砂筒下部锥体内砂质量(g)(3)788788试坑灌入砂的质量(g)(4)(1)-(2)-(3)27842753量砂松散堆积密度(g/cm3)(5)1.3921.392试坑体积(cm3)(6)(4)/(5)2000.001977.73试坑中挖出的湿料质量(g)(7)35653526试样湿密度(gcm3)(8)(7)/(6)1.781.78含水量测定盒号(9)2#I#盒质量(g)(10)34.632.6盒+湿料质量(g)(11)65.363.5盒+干料质量(g)(12)64.162.3水质量
9、(g)(13)(11)-(12)1.21.2干料质量(g)(14)(12)-(10)29.529.7平均含水量()(15)(13)/(14)4.14.0干密度(gc)(16)(8)1+(15)1.711.71含石率()(17)最大干密度(g/cm3)(18)1.761.76压实度()(19)(16)/(18)97.297.2试验日期:年月日试验表44分项工程3%水泥固化砂(20cm)含石率曲线试验报告编号K0+200KO+180KO+19*0K0+2000-200-200-200-20中线中右7米中线中右3米8990899689958992544654485436545178878878878
10、827092760277127531.3921.3921.3921.3921946.121982.761990.661977.7335033522354935621.801.781.781.807#8#5#3#33.334.232.631.664.365.364.262.563.064.162.961.31.31.21.31.229.729.930.329.74.44.04.34.01.721.711.711.731.761.761.761.7697.797.297.298.3工程名陕西省西咸新区秦汉新城秦宫二路,jf称(兰池大道-咸铜铁路)市政工程屈单”陕西四通建设工程有限责任公司桩号KO+
11、170KO+190层次及厚度(Cm)0-200-20取样位置中线中左7米灌砂前砂+容器质量(g)(1)89578991灌砂后砂+容器质量(g)(2)54525453灌砂筒下部锥体内砂质量(g)(3)788788试坑灌入砂的质量(g)(4)(1)-(2)-(3)27172716量砂松散堆积密度(gcm3)(5)1.3921.392试坑体积(cm3)(6)(4)/(5)1951.871951.15试坑中挖出的湿料质量(g)(7)35023496试样湿密度(gcr3)(8)(7)/(6)1.791.79含水量测定盒号(9)9#10#盒质量(g)(10)33.331.2盒+湿料质量(g)(11)64.563.2盒+干料质量(g)(12)63.261.9水质量(g)(13)(11)-(12)1.31.3干料质量(g)(14)(12)-(10)29.930.7平均含水量()(15)(13)/(14)4.34.2干密度(gc)(16)(8)1+(15)1.721.72含石率()(17)最大干密度(gcm3)(18)1.761.76压实度()(19)(16)/(18)97.797.7