试验编号：1距中6.0m7.51213.32.5365.22.41499.52距中4.0m8.01482.32.5365.72.41499.13距中9.0m8.41637.62.5365.62.41499.14距中5.0m8.21516.42.5366.52.41498.25距中3.0m7.61263.32.5366.42.41498.46距中6.0m7.91334.22.5365.62.41499.17距中9.0m8.01464.42.5365.82.41499.08距中5.0m8.11493.32.5366.02.41498.89距中7.0m7.81389.72.5365.62.41499.110距中6.0m7.81451.82.5365.72.41499.111距中4.0m8.41586.22.5366.12.41498.612距中3.0m7.71369.72.5366.42.41498.313距中7.0m8.01449.22.5365.02.41499.814距中6.0m7.61546.92.5364.52.414 100.315距中5.0m8.21522.12.5366.02.41498.8 K10+400K10+100K10+270850.2K10+200K10+470909.5K10+530签名：886.3日期：复核： 计算： 试验： 第 页 共 页路面工程中铁十一局集团有限公司江苏东南交通工程咨询监理有限公司K10+340K10+145工程名称 施工单位监理单位试验依据JTJ059-95922.4794.9869.11455.11372.21588.7位置芯样厚度，cm1495.4芯样空中质量, g芯样水中质量,g710.31266.31520.0K9+830K9+900734.3施工标段工程部位试验仪器取芯日期K9+760958.3865.8芯样编号取芯桩号AB1(K0+000-K41+500)路面工程\上基层 第一层取芯机、浸水天平等试验日期2008/6/72008/6/8ATB-25混合料类型2.4032.3852.3812.3842.3932.3702.3892.375监理意见：现场表2-11470.0811.31215.21642.7K9+610857.0芯样饱和面干质量,g880.2K10+030浦南高速公路A合同段AB1标工地试验室沥青砼路面钻芯压实度（表干法）检测记录AB1/SJCD-043-061485.7芯样密度g/cm 3K9+6802.391理论最大相对密度现场空隙率%标准密度g/cm 32.4081452.01524.6压实度%2.393施工段落：K9+535~K10+735.7 左幅K10+885.3~K10+981.7 左幅K11+131.3~K11+402 左幅1548.12.422K9+970779.41337.02.3932.373848.31392.12.393 试验编号：16距中8.0m7.6######2.5365.02.41499.817距中3.0m8.01526.92.5366.52.41498.218距中5.0m8.31463.22.5366.42.41498.419距中7.0m7.81295.52.5365.62.41499.220距中3.0m8.11493.42.5364.72.414 100.121距中4.0m8.01482.72.5365.02.41499.822距中3.0m8.01392.52.5364.62.414 100.323距中6.0m7.81406.22.5365.82.41499.024距中5.0m8.21511.52.5366.22.41498.6 工程名称路面工程施工标段K10+600浦南高速公路A合同段AB1标工地试验室K10+940K10+660监理单位江苏东南交通工程咨询监理有限公司混合料类型K11+390K10+975K10+720K...
