《10月15日修改土工台账.xls》由会员分享,可在线阅读,更多相关《10月15日修改土工台账.xls(4页珍藏版)》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。
1、一一、土土工工试试验验台台帐帐土样编号取样日期报告日期土样来源填筑里程土定名液限(%)塑限(%)塑性指数0.075通过率CBR值(%)施工单位监理批复适用层次工区号93%94%96%最大干密度(g/cm3)最佳含水量(%)最大干密度(g/cm3)最佳含水量(%)A1-1-201007210012010/7/132010/7/21K218+122-K218+284K218+284-K218+995SP33.022.610.44.489.611.613.82.0110.72.0110.7各层次均实用01A1-1-201007210022010/7/142010/7/21K218+995-K219+
2、252K218+995-K219+500SP33.926.97.03.7110.410.611.21.8810.81.8410.6各层次均实用01A1-1-201007240032010/7/182010/7/24K221+144-K221+294K221+050-K221+144SF27.318.58.86.9725.727.330.42.028.32.069.5各层次均实用01A1-1-201007240042010/7/212010/7/24K223+605-K223+740SP29.018.110.93.831.9411.91.9411.901A1-1-201007260052010/
3、7/182010/7/26K228+770-K228+970K228+970-K229+120SP28.320.18.24.4924.128.434.12.089.02.079.9各层次均实用01A1-1-201007280062010/7/202010/7/28K224+110-K224+260K223+900-K224+110GF29.221.08.26.6421.026.533.52.079.52.119.9各层次均实用01A1-1-201007300072010/7/222010/7/30K224+450-K224+600K224+260-K224+450SP31.513.917.61
4、.6123.228.433.62.148.02.129.8各层次均实用01A1-1-201008010012010/7/222010/8/1K223+740-K223+900K223+603-K223+740SW36.519.816.72.5824.528.332.62.0110.62.167.6各层次均实用01A1-1-201008030022010/7/262010/8/3K226+745-K226+970K226+300-K226+745SP34.825.89.00.8121.226.135.92.059.12.089.5各层次均实用01A1-1-201008050032010/7/29
5、2010/8/5K226+200-K226+300K225+860-K226+200SP24.416.77.71.508.410.413.72.008.52.0310.1各层次均实用01一一、土土工工试试验验台台帐帐土样编号取样日期报告日期土样来源填筑里程土定名液限(%)塑限(%)塑性指数0.075通过率CBR值(%)施工单位监理批复适用层次工区号93%94%96%最大干密度(g/cm3)最佳含水量(%)最大干密度(g/cm3)最佳含水量(%)A1-1-201008100042010/8/42010/8/10K220+120-K220+170K220+170-K220+251SF24.415.
6、78.75.3820.125.131.32.039.62.158.1各层次均实用01A1-1-201008120052010/8/62010/8/12K220+251-K220+327K220+170-K220+251SP23.416.76.73.6123.827.031.02.0110.92.0010.3各层次均实用01A1-1-201008150062010/8/82010/8/15K227+530-K227+760K227+750-K228+130SP34.621.613.02.8010.212.014.12.049.82.069.6各层次均实用01A1-1-20100816007201
7、0/8/132010/8/16K223+900-K224+110SF26.67.918.75.771.959.01.9711.301A1-1-201008200082010/8/132010/8/20K220+673-K220+786K220+327-K221+050SF23.915.78.25.3222.525.729.72.0210.12.059.9各层次均实用01A1-1-201008210092010/8/192010/8/21K227+760-K228+410SF34.221.013.27.341.918.91.968.901A1-1-201008240102010/8/212010
8、/8/24K220+050-K220+120SF27.014.612.46.721.909.71.989.201A1-1-201009010012010/8/232010/9/1BK0+000潮河互通A、B、C匝道及主线SP24.615.39.34.586.06.68.72.009.62.049.4各层次均实用01A1-1-201009040022010/8/282010/9/4K228+410-K228+720K228+130-K228+410GF27.814.113.75.864.68.413.42.029.92.0810.7各层次均实用01A1-1-201009080032010/8/2
9、82010/9/8K221+938-K222+787K221+294-K223+020SP24.818.66.22.705.99.114.41.8213.11.9212.6各层次均实用01一一、土土工工试试验验台台帐帐土样编号取样日期报告日期土样来源填筑里程土定名液限(%)塑限(%)塑性指数0.075通过率CBR值(%)施工单位监理批复适用层次工区号93%94%96%最大干密度(g/cm3)最佳含水量(%)最大干密度(g/cm3)最佳含水量(%)A1-1-201009100042010/9/72010/9/10K220+786-K221+144SP28.621.17.54.331.9010.0
10、1.9310.401A1-1-201009140052010/9/112010/9/14K228+970-K229+120SP26.217.48.80.431.909.51.918.901A1-1-201009160062010/9/92010/9/16K216+564-K216+665K216+385-K216+564SF25.415.410.05.2918.621.825.92.159.02.247.9各层次均实用01A1-1-201009170072010/9/102010/9/17K216+728-K216+800K216+665-K216+728SP32.822.710.12.341
11、0.411.112.51.8512.41.9011.8各层次均实用01A1-1-201009240082010/9/172010/9/24K216+893-K216+952K216+975-K217+304SP24.615.39.34.0518.422.826.22.177.22.217.8各层次均实用01A1-1-201010100012010/10/3 2010/10/10K217+304-K217+535K216+975-K217+304SF25.719.16.68.6818.721.725.32.118.7各层次均实用01A1-1-201010150022010/10/8 2010/10/15K217+630-K217+710K217+535-K217+630SP26.217.19.12.8818.423.730.32.0610.5各层次均实用01