中心试验室弯沉台账

平值值(L)标准差(S)代表弯沉值(Lr)1沥青下面层(试验段）K110+280-K110+560右幅贝克曼梁(5.4m)3017.883.43313杨彩云2012/5/8YLJ-LM04-JU-1205012沥青下面层K105+749-K106+907右幅贝克曼梁(5.4m)11617.893.53715杨彩云2012/6/16YLJ-LM04-JU-1206013沥青下面层K107+024.14-K107+266右幅贝克曼梁(5.4m)2417.892.91813杨彩云2012/6/16YLJ-LM04-JU-1206024沥青下面层K107+305-K107+450右幅贝克曼梁(5.4m)1617.8103.30416杨彩云2012/6/16YLJ-LM04-JU-1206035沥青下面层K108+602.5-K109+289右幅贝克曼梁(5.4m)6817.872.71212杨彩云2012/6/16YLJ-LM04-JU-1206046沥青下面层K109+332-K110+280右幅贝克曼梁(5.4m)9617.893.55615杨彩云2012/6/16YLJ-LM04-JU-1206057沥青下面层K110+560-K111+000右幅贝克曼梁(5.4m)4817.883.84416杨彩云2012/6/16YLJ-LM04-JU-1206068沥青下面层K111+112-K113+300右幅贝克曼梁(5.4m)3217.883.54614杨彩云2012/6/16YLJ-LM04-JU-1206079沥青下面层K113+300-K114+000右幅贝克曼梁(5.4m)7217.894.20316杨彩云2012/6/27YLJ-LM04-JU-120608检测结果永蓝高速第三驻地办中心试验室弯沉试验台帐监理单位：长沙中核公路工程监理咨询有限公司施工单位：汕头市达濠市政建设有限公司合同段：YLLM序号路面层次检验路段检验车道仪器型号检测点数设计值（0.01mm)试验人报告日期报告编号10沥青下面层K114+000-K115+000.8右幅贝克曼梁(5.4m)9817.8132.26113杨彩云2012/6/27YLJ-LM04-JU-12060911沥青下面层K115+102.5-K115+966.5右幅贝克曼梁(5.4m)8417.8113.42217杨彩云2012/6/27YLJ-LM04-JU-12061012沥青下面层K116+029.5-K117+000右幅贝克曼梁(5.4m)9817.872.57111杨彩云2012/6/27YLJ-LM04-JU-12061113K117+000-K117+387.517.814K117+522.5-K117+605.517.815K117+760.5-K118+10017.816沥青下面层K118+100-K119+000右幅贝克曼梁(5.4m)9217.893.67915杨彩云2012/6/30YLJ-LM04-JU-12061317沥青下面层K119+000-K119+614.5右幅贝克曼梁(5.4m)6017.862.97311杨彩云2012/6/30YLJ-LM04-JU-12061418沥青下面层K119+699.5-K120+300右幅贝克曼梁(5.4m)6017.872.92512杨彩云2012/6/30YLJ-LM04-JU-12061519沥青下面层K120+300-K120+523右幅贝克曼梁(5.4m)2217.872.24110杨彩云2012/6/30YLJ-LM04-JU-12061620沥青下面层K105+200-K105+590.6左幅贝克曼梁(5.4m)4017.8103.72216杨彩云2012/7/3YLJ-LM04-JU-12070121沥青下面层K105+749-K106+907左幅贝克曼梁(5.4m)11617.893.3658杨彩云2012/7/3YLJ-LM04-JU-12070222沥青下面层K107+024.14-K107+266左幅贝克曼梁(5.4m)2417.892.81713杨彩云2012/7/3YLJ-LM04-JU-12070323沥青下面层K107+303-K107+450左幅贝克曼梁(5.4m)1617.872.18710杨彩云2012/7/3YLJ-LM04-JU-12070413沥青下面层右幅贝克曼梁(5.4m)7882.805杨彩云2012/6/27YLJ-LM04-JU-12061224沥青下面层K108+602.5-K109+289左幅贝克曼梁(5.4m)6817.883.58514杨彩云2012/7/3YLJ-LM04-JU-12070525沥青下面层K109+332-K111+000左幅贝克曼梁(5.4m)17.82012/7/626沥青下面层K111+112-K112+770左幅贝克曼梁(5.4m)17.82012/7/627沥青下面层K112+770-K114+000左幅贝克曼梁(5.4m)17.82012/7/628沥青中面层K108+830-K109+100(4.0)/K108+602.5-K108+830(4.2)左幅贝克曼梁(5.4m)15.82012/7/729沥青下面层K114+000-K115+000.8左幅贝克曼梁(5.4m)17.82012/7/1430沥青下面层K115+102.5-K115+966.5左幅贝克曼梁(5.4m)17.82012/7/1431沥青下面层K116+029.5-K117+000左幅贝克曼梁(5.4m)17.82012/7/1432沥青下面层K117+000-K117+387.5左幅贝克曼梁(5.4m)17.82012/7/1433沥青下面层K117+522.5-K117+605.5左幅贝克曼梁(5.4m)17.82012/7/1434沥青下面层K117+760.5-K119+000左幅贝克曼梁(5.4m)17.82012/7/1435沥青下面层K119+000-K119+614.5左幅贝克曼梁(5.4m)17.82012/7/1436沥青下面层K119+669.5-K120+300左幅贝克曼梁(5.4m)17.82012/7/1437沥青下面层K120+300-K120+523.5左幅贝克曼梁(5.4m)17.82012/7/1438沥青下面层K120+920.5-K122+542.5左幅贝克曼梁(5.4m)17.82012/7/14沥青下面层沥青下面层总点数960120501120601120602120603120604120605120606120607120608120609120610120611120612120613120614120615120616120701120702120703120704