ATB-25 型沥青混凝土压实度、厚度检验汇总分析评价表汇012表 标段名称：珲乌高速公路大安至白城段BGJ02合同段（G05） 第1页共1页施工日期起讫桩号平面位置施工位置设计厚度（cm）试件块数（块）厚度、压实度质量检验分析厚度代表值、厚度合格率压实度代表值、压实度合格率质量标准质量标准K98%平均值X方差S代表值XL厚度极值点数厚度合格率平均值X方差S代表值XL压实度98点数压实度合格率2010.7.8K104+700-K106+000左幅K104+700-K106+000818.10.1648.0010098.90.49398.561002010.7.12K104+700-K106+000右幅K104+700-K106+0008 18.00.1477.9010099.20.46098.861002010.7.10K106+000-K107+000左幅K106+000-K107+000818.00.1727.9010099.00.28898.861002010.7.12K106+000-K107+000右幅K106+000-K107+000818.00.1477.9010099.00.23498.861002010.7.10K107+000-K108+190左幅K107+000-K108+190818.00.1477.9010099.00.25098.861002010.7.19K107+000-K108+190右幅K107+000-K108+190818.00.1477.9010099.00.23798.861002010.7.15K109+240-K111+000左幅K109+240-K111+000818.00.1217.9010099.00.18798.861002010.7.13K109+240-K111+000右幅K109+240-K111+000818.00.1217.9010099.00.26498.861002010.7.15K111+000-K112+000左幅K111+000-K112+000818.00.1477.9010099.00.29398.861002010.7.17K111+000-K112+000右幅K111+000-K112+000818.00.1417.90100990.17998.961002010.7.15K112+000-K113+300左幅K112+000-K113+300818.00.1477.9010099.00.23298.861002010.7.17K112+000-K113+300右幅K112+000-K113+300818.00.1477.9010099.00.21698.86100项目负责人： 填表人： 驻地监理： AC-20 型沥青混凝土压实度、厚度检验汇总分析评价表汇012表 标段名称：珲乌高速公路大安至白城段BGJ02合同段（G05） 第1页共1页施工日期起讫桩号平面位置施工位置设计厚度（cm）试件块数（块）厚度、压实度质量检验分析厚度代表值、厚度合格率压实度代表值、压实度合格率质量标准质量标准K98%平均值X方差S代表值XL厚度极值点数厚度合格率平均值X方差S代表值XL压实度98点数压实度合格率2010.8.1K104+700-K106+000左幅K104+700-K106+000616.00.1475.9010098.90.14198.861002010.7.21K104+700-K106+000右幅K104+700-K106+0006 16.10.1266.0010098.90.13498.861002010.8.1K106+000-K107+000左幅K106+000-K107+000616.00.1175.9010098.90.14198.861002010.7.24K106+000-K107+000右幅K106+000-K107+000616.00.1345.9010098.80.14998.761002010.7.30K107+000-K108+190左幅K107+000-K108+190616.00.1215.9010098.90.18798.761002010.7.24K107+000-K108+190右幅K107+000-K108+190616.10.1266.0010099.00.22298.861002010.7.29K109+240-K111+000左幅K109+240-K111+000616.00.1475.9010099.00.19498.861002010.7.24K109+240-K111+000右幅K109+240-K111+000616.00.1415.9010099.00.21698.861002010.7.28K111+000-K112+000左幅K111+000-K112+000616.00.1415.9010099.00.21698.861002010.7.26K111+000-K112+000右幅K111+000-K112+000616.00.1415.9010099.00.21698.861002010.7.28K112+000-K113+300左幅K112+000-K113+300616.10.1386.0010098.90.14798.861002010.7.27K112+000-K113+300右幅K112+000-K113+300616.00.1475.9010098.90.14198.86100项目负责人： 填表人： 驻地监理： SMA-13 型沥青混凝土压实度、厚度检验汇总分析评价表汇012表 标段名称：珲乌高速公路大安至白城段BGJ02合同段（G05） 第1页共1页施工日期起讫桩号平面位置施工位置设计厚度（cm）试件块数（块）厚度、压实度质量检验分析厚度代表值、厚度合格率压实度代表值、压实度合格率质量标准质量标准K98%平均值X方差S代表值XL厚度极值点数厚度合格率平均值X方差S代表值XL压实度98点数压实度合格率2010.8.13K104+700-K106+000左幅K104+700-K106+000414.10.1414.0010099.50.23299.361002010.8.5K104+700-K106+000右幅K104+700-K106+0004 14.10.1794.0010099.50.23299.361002010.8.13K106+000-K107+000左幅K106+000-K107+000414.10.1054.0010099.50.23299.361002010.8.6K106+000-K107+000右幅K106+000-K107+000414.10.1414.0010099.50.17199.461002010.8.13K107+000-K108+190左幅K107+000-K108+190414.20.1054.1010099.40.14799.361002010.8.6K107+000-K108+190右幅K107+000-K108+190414.10.1634.0010099.50.18799.361002010.8.10K109+240-K111+000左幅K109+240-K111+000414.10.1474.0010099.50.14799.461002010.8.8K109+240-K111+000右幅K109+240-K111+000414.10.1724.0010099.50.23299.361002010.8.10K111+000-K112+000左幅K111+000-K112+000414.10.1474.0010099.50.21699.361002010.8.8K111+000-K112+000右幅K111+000-K112+000414.20.1524.1010099.50.18799.361002010.8.10K112+000-K113+300左幅K112+000-K113+300414.10.1414.0010099.50.18799.36100