公路工程交工质量检测报告(桥梁分册)

XX至XX至XX高速公路交工验收质量检测报告（桥梁工程分册）第第页共28页附表QL-17附表QL-17桥面铺装横坡数据汇总表第5页共5页合同段：N9.2三分部第5页共5页复核：XXX计算：XXX检测：XXX检测时间：复核：XXX计算：XXX检测：XXX检测时间：20XX年12月桥梁名称中心桩号桥长(m)检测桩号设计横坡(%)实测横坡(%)偏差(％)允许偏差(%)检测结论检测桩号设计横坡(%)实测横坡(%)偏差(％)允许偏差(%)检测结论XX特大桥K431+361.2左幅1654.86右幅1644.03K431+560左幅-2.0-2.1-0.1±0.3合格K431+560右幅-1.5-1.7-0.2±0.3合格K431+600左幅-2.0-2.00.0±0.3合格K431+600右幅-2.0-2.00.0±0.3合格K431+630左幅-2.0-2.1-0.1±0.3合格K431+630右幅-2.0-2.1-0.1±0.3合格K431+660左幅-2.0-2.00.0±0.3合格K431+660右幅-2.0-2.00.0±0.3合格K431+700左幅-2.0-2.00.0±0.3合格K431+700右幅-2.0-2.00.0±0.3合格K413+730左幅-2.0-2.00.0±0.3合格K431+730右幅-2.0-2.0-0.0±0.3合格K431+770左幅-2.0-1.90.1±0.3合格K431+770右幅-2.0-2.00.0±0.3合格K431+800左幅-2.0-2.00.0±0.3合格K431+800右幅-2.0-1.80.1±0.3合格K431+830左幅-2.0-1.90.1±0.3合格K431+830右幅-2.0-2.00.0±0.3合格K431+870左幅-2.0-2.00.0±0.3合格K431+870右幅-2.0-2.00.0±0.3合格K431+900左幅-2.0-2.00.0±0.3合格K431+900右幅-2.0-2.00.0±0.3合格K431+930左幅-2.0-2.00.0±0.3合格K431+900右幅-2.0-1.80.2±0.3合格K431+970左幅-2.0-1.90.1±0.3合格K431+970右幅-2.0-1.90.1±0.3合格K432+000左幅-2.0-1.90.1±0.3合格K432+000右幅-2.0-1.90.1±0.3合格K432+030左幅-2.0-1.90.1±0.3合格K432+000右幅-2.0-1.80.2±0.3合格XX枢纽互通跨线大桥BK0+849.5321.58BK0+7006.06.50.5±0.3不合格BK0+7406.05.9-0.1±0.3合格BK0+7606.06.50.5±0.3不合格BK0+7806.06.10.1±0.3合格BK0+8006.06.10.1±0.3合格BK0+8206.06.10.1±0.3合格BK0+8606.06.10.1±0.3合格BK0+8806.06.10.1±0.3合格BK0+9206.05.7-0.3±0.3合格BK0+9406.05.6-0.4±0.3不合格XX枢纽互通跨线大桥CK0+7188138.54CK0+6807.07.10.1±0.3合格CK0+7007.07.10.1±0.3合格CK0+7407.07.10.1±0.3合格CK0+7607.06.7-0.3±0.3合格

桥面铺装构造深度评定汇总表第1页共1页合同段桥梁名称中心桩号桥长（m）检测数量（处）合格数量（处）合格率（%）合计检测数量（处）合格数量（处）合格率（%）No.2二分部XX中桥K353+96344441002626100XX分离式立交桥K355+0976644100分离式立交中桥K356+9066044100XX中桥K361+7333944100XX中桥K362+201(K362+191)6044100中桥K375+0027222100中桥K382+8307222100XX互通跨线中桥AK1+859.1955022100No.2三分部XX互通跨线中桥K396+341.7左幅39.01右幅39.41441007676100XX大桥K404+255132.544100XX分离式立交大桥K405+432127.94344100XX大桥K413+179.5107.544100XX分离式立交大桥K414+675.920944100XX互通A匝道中桥AK1+01063.9244100XX分离立交中桥K395+6365622100XX大桥K422+462157.544100XX1号分离立交中桥K423+41085.7544100XX2号分离立交大桥K424+705157.544100XX中桥K425+37842.0244100XX特大桥K431+361.2左幅1654.86右幅1644.032828100XX枢纽互通跨线大桥BK0+849.5321.5844100XX枢纽互通跨线大桥CK0+718.84138.5422100复核：XXX计算：XXX检测：XXX检测时间：20XX年12月

桥面铺装构造深度数据汇总表桥面铺装构造深度数据汇总表第1页共3页合同段：N9.2二分部第1页共3页桥梁名称中心桩号桥长（m）检测桩号检测数据（mm）规定值（mm）检测结论检测桩号检测数据（mm）规定值（mm）检测结论123平均123平均XX中桥K353+96344K353+955左幅0.690.760.880.78三0.55合格K353+960右幅0.930.760.880.86三0.55合格K353+970左幅0.660.880.800.78三0.55合格K353+948右幅0.840.840.880.85三0.55合格XX分离式立交桥K355+09766K355+095左幅1.040.800.880.91三0.55合格K355+105右幅1.170.980.800.98三0.55合格K355+085左幅0.840.801.040.89三0.55合格K355+080右幅0.760.880.930.86三0.55合格分离式立交中桥K356+90660K356+883左幅0.880.841.170.96三0.55合格K356+925右幅0.930.930.980.95三0.55合格K356+900左幅0.880.980.800.89三0.55合格K356+910右幅0.881.040.930.95三0.55合格XX中桥K361+73339K361+717左幅0.630.760.720.70三0.55合格K361+740右幅0.931.041.101.02三0.55合格K361+735左幅0.880.880.630.80三0.55合格K361+725右幅0.800.930.880.87三0.55合格XX中桥K362+201(K362+191)60K362+170左幅0.690.720.930.78三0.55合格K362+200右幅1.040.980.930.98三0.55合格K362+188左幅0.800.800.980.86三0.55合格K362+180右幅0.800.980.980.92三0.55合格跨主线中桥K375+00272GK0+050左幅0.510.530.470.50市0.5,>1.0合格GK0+070右幅0.840.720.760.77市0.5,>1.0合格跨主线中桥K382+83072GK0+050左幅0.510.600.530.55市