路面弯沉计算程序

35℃BZZ-100后轴（kN）Rearshaft100KN0.70Mpa初读数Initialreading终读数Endreading弯沉值（0.01mm）Flexurevalue初读数Initialreading终读数Endreading弯沉值（0.01mm）FlexurevalueK104+00018314772.0031127376.00K104+02027324164.0038235260.00K104+04034531756.0051446598.00K104+06061959450.0052248770.00K104+08046744642.0053750564.00K104+10057854860.0034230770.00K104+12058556148.0017214750.00K104+14050247162.0043240554.00K104+1601188468.0018016628.00K104+18084882938.0031226790.00K104+200571878.001309080.00K104+300805752106.0041238358.00K104+32061958764.0064361360.00K104+34039534796.0024821468.00K104+36018314772.0042740446.00K104+38020417950.0032629268.00K104+40015012060.0027925450.00K104+42047245142.0024720878.00K104+44027125532.0026824154.00K104+46023120160.0028926450.00K104+48021017864.0025922078.00K104+50031028158.0017415244.00K104+52018515952.0025822664.00K104+540552952.0050848546.00K104+56035532266.0032130238.00K104+58033129768.0021918568.00K104+60014412146.0017714858.00K104+62012510050.0033230260.00K104+64060557560.0017614954.00K104+66028925372.0032729564.00施工单位：Contractor：SCG测定层位Measuringlayer底基层SubbaseProjectNo.轮胎气压（Mpa）Tyrepressure车型Truckmodel柬埔寨优买信贷公路项目(NRNO.8)PreferentialBuyer'sCreditLoanProjectofCambodia工程名称Projectname起止桩号Start-endStationNo.路面工程PavementengineeringK104+000--K105+000本表编号：2010-B77-工程编号：FormNo.弯沉测定记录（检表77）InspectRecordofFlexureAssay（InspectForm77）测点位置Measuringpoint左侧Left右侧Right备注Remarks气温Temperature35℃BZZ-100后轴（kN）Rearshaft100KN0.70Mpa初读数Initialreading终读数Endreading弯沉值（0.01mm）Flexurevalue初读数Initialreading终读数Endreading弯沉值（0.01mm）Flexurevalue施工单位：Contractor：SCG测定层位Measuringlayer底基层SubbaseProjectNo.轮胎气压（Mpa）Tyrepressure车型Truckmodel柬埔寨优买信贷公路项目(NRNO.8)PreferentialBuyer'sCreditLoanProjectofCambodia工程名称Projectname起止桩号Start-endStationNo.路面工程PavementengineeringK104+000--K105+000本表编号：2010-B77-工程编号：FormNo.弯沉测定记录（检表77）InspectRecordofFlexureAssay（InspectForm77）测点位置Measuringpoint左侧Left右侧Right备注Remarks气温TemperatureK104+68026822978.00743382.00K104+70026523854.0018915078.00K104+72024220378.0030426284.00K104+7401096098.0019616464.00K104+76024921568.0043939490.00K104+78028724976.0044741466.00K104+80041437382.001137870.00K104+820754560.0025421872.00K104+840684056.001059030.00K104+86046844840.00986566.00K104+88013310654.00652188.00K104+90027522992.0041436598.00K104+92044542246.0020518834.00K104+94015412068.001118846.00K104+96067965744.00986566.00K104+98047444754.0015212162.00测点数No.ofMeasuringpoint92检查：记录：复核：施工负责人：InspectRecordChecked施工单位自检意见Self-Inspectcommentofcontractor日期Date：符合规范及设计要求meetspecificationanddesignrequirement监理工程师检查意见Inspectcommentofsupervisor16.42弯沉代表值（0.01mm）RepresentativeFlexurevalue90.03平均回弹弯沉值（0.01mm）AverageFlexurevalue63.02标准差（0.01mm）StandardDeviation符合规范及设计要求meetspecificationanddesignrequirement日期Date：结论Conclusion：弯沉特异值=L±3S=112.27或13.77本段未出现弯沉特异值，弯沉代表值小于设计弯沉值。Contractorprincipalmeetspecificationanddesignrequirement