道路弯沉计算表(含公式).xls
回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K65+000K66+000温度影响系数K2测点数n208平均弯沉值(0.01mm)20.5保证率系数A0.167标准差s6代表弯沉值(0.01mm)21.5左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)141879K65+0001210242010653K65+020121124222216118K65+040131226241624812K65+06010132026181095K65+0801312262428201410K65+10015133026161688K65+1201015203081447K65+14081316261824912K65+1601214242822261113K65+18013152630101658K65+20015143028121065K65+220101320261622811K65+240121424282210115K65+26013142628161889K65+280111322261620810K65+300101520302414127K65+32014112822161085K65+34010122024181095K65+360915183024261213K65+380131526301620810K65+4001213242630221511K65+4201514302824221211K65+440151330261624812K65+46013122624121668K65+48010132026181095K65+50013112622试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K65+000K66+000温度影响系数K2测点数n208平均弯沉值(0.01mm)20.5保证率系数A0.167标准差s6代表弯沉值(0.01mm)21.5左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)181095K65+500131126221620810K65+5201415283022241112K65+540141128221822911K65+5601111222220241012K65+58013152630181698K65+60015143028181899K65+620151230241620810K65+64014112822161085K65+660129241822221111K65+680813162624201210K65+700151530302210115K65+720131426282016108K65+740111422282016108K65+7601013202626201310K65+780141328262818149K65+8001313262620241012K65+8208121624161889K65+840915183016884K65+86010102020101658K65+88010132026121266K65+90012112422101859K65+920111222241620810K65+940131426281622811K65+9601515303022241112K65+9801313262620221011K66+0001492818试验: 计算: 复核: 监理:回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K66+000K67+000温度影响系数K2测点数n208平均弯沉值(0.01mm)22.3保证率系数A0.167标准差s5代表弯沉值(0.01mm)23.2左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)20221011K66+000149281826301315K66+0201413282630301515K66+0401512302430281514K66+0601312262428261413K66+080158301626241312K66+100149281824241212K66+12097181424241212K66+1401262412161688K66+16011822161624812K66+180101220241824912K66+2001514302822281114K66+2201511302224301215K66+2401210242022201110K66+260121024203018159K66+280151030201824912K66+3001514302826301315K66+3201414282830281514K66+340139261826241312K66+360131026201626813K66+38015123024181899K66+40091418282410125K66+42081516302216118K66+44091318262416128K66+460101220242814147K66+48010112022181899K66+50011112222试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K66+000K67+000温度影响系数K2测点数n208平均弯沉值(0.01mm)22.3保证率系数A0.167标准差s5代表弯沉值(0.01mm)23.2左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)181899K66+500111122222416128K66+520810162022201110K66+5401410282020201010K66+5601514302828201410K66+5801415283024201210K66+6001315263022261113K66+620111422282416128K66+64013132626161688K66+66013152630161085K66+68014152830181296K66+7001511302222241112K66+7201510302028281414K66+740158301630261513K66+7601412282422201110K66+7801211242224241212K66+800131226241622811K66+820151430281222611K66+840121524301824912K66+8601213242624201210K66+880141428282816148K66+900101420283018159K66+9201013202622281114K66+9401010202024241212K66+960138261620221011K66+980138261620221011K67+00015133026试验: 计算: 复核: 监理:回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K94+000K94+900温度影响系数K2测点数n188平均弯沉值(0.01mm)24.1保证率系数A0.167标准差s5代表弯沉值(0.01mm)24.9左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)20221011K94+000151130221624812K94+020121324261830915K94+0401115223024281214K94+060131426283018159K94+080101220242210115K94+100111322261828914K94+120101220241630815K94+1401212242422261113K94+1601211242224241212K94+1801415283030201510K94+2001315263030221511K94+2201315263030201510K94+2401214242828241412K94+260101420282610135K94+28081416282416128K94+30081516302818149K94+320913182622241112K94+3401213242622301115K94+3601514302824301215K94+3801513302624241212K94+4001515303020241012K94+420151530301822911K94+4401415283024201210K94+4601315263022201110K94+480131426282018109K94+50015153030试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K94+000K94+900温度影响系数K2测点数n188平均弯沉值(0.01mm)24.1保证率系数A0.167标准差s5代表弯沉值(0.01mm)24.9左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)2018109K94+5001515303024241212K94+5201210242028201410K94+540121024202618139K94+560151030202816148K94+58014152830161688K94+60014132826181698K94+620131326262012106K94+640141328262214117K94+660151430282414127K94+6801110222024241212K94+700129241822241112K94+720149281820221011K94+7401512302420241012K94+760131126221822911K94+7801412282420241012K94+8001214242824281214K94+8201215243030301515K94+8401514302830281514K94+8601312262428261413K94+8801414282820241012K94+90010132026试验: 计算: 复核: 监理:回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K97+000K98+000温度影响系数K2测点数n208平均弯沉值(0.01mm)23.0保证率系数A0.167标准差s4代表弯沉值(0.01mm)23.8左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)1620810K97+000151230241626813K97+0201115223024261213K97+0401410282028241412K97+060151330261822911K97+080131426281820910K97+100121224242016108K97+1201110222028281414K97+1401015203030221511K97+1601215243026281314K97+1801515303020241012K97+200141428281822911K97+2201415283024201210K97+240121024202416128K97+26012924182212116K97+280912182420201010K97+300101320261630815K97+320101520301828914K97+340111522301826913K97+3601212242424241212K97+3801215243020221011K97+400131226241630815K97+420101020201422711K97+440914182820241012K97+460914182822221111K97+4801215243022281114K97+50012152430试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K97+000K98+000温度影响系数K2测点数n208平均弯沉值(0.01mm)23.0保证率系数A0.167标准差s4代表弯沉值(0.01mm)23.8左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)22281114K97+5001215243030241512K97+520141528301622811K97+540131526301820910K97+5601415283024221211K97+5801314262822201110K97+6001513302626281314K97+620151230241820910K97+640141428281824912K97+6601515303020261013K97+680121324261624812K97+7001115223030281514K97+7201215243020301015K97+740121424281626813K97+760151230241824912K97+7801512302422241112K97+8001412282422241112K97+8201510302024221211K97+8401410282020241012K97+860141028201820910K97+880131526301620810K97+900121524301824912K97+9201012202422261113K97+940151230241828914K97+960141128221830915K97+9801213242620241012K98+00012132426试验: 计算: 复核: 监理:回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K98+000K99+000温度影响系数K2测点数n208平均弯沉值(0.01mm)25.0保证率系数A0.167标准差s4代表弯沉值(0.01mm)25.6左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)20241012K98+000121324261820910K98+020141528301822911K98+0401515303020221011K98+0601515303022241112K98+0801415283020301015K98+100131426281824912K98+1201315263024241212K98+1401315263030301515K98+1601210242024281214K98+1801211242228301415K98+2001412282424221211K98+2201212242430301515K98+2401214242820201010K98+260141428282018109K98+280151530302216118K98+3001013202630301515K98+3201513302628241412K98+3401514302830261513K98+3601415283024261213K98+3801514302824241212K98+4001113222624221211K98+4201213242620241012K98+4401412282420241012K98+4601514302822241112K98+4801415283024261213K98+50012152430试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K98+000K99+000温度影响系数K2测点数n208平均弯沉值(0.01mm)25.0保证率系数A0.167标准差s4代表弯沉值(0.01mm)25.6左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)24261213K98+500121524301830915K98+5201415283024281214K98+5401515303028301415K98+560151430281624812K98+580121324261828914K98+6001413282620301015K98+6201515303024301215K98+6401515303028301415K98+6601413282622281114K98+6801313262622261113K98+7001513302630301515K98+7201415283020261013K98+7401514302824281214K98+7601414282826301315K98+7801513302630301515K98+8001513302630201510K98+8201515303030201510K98+8401514302824281214K98+8601513302620301015K98+880141228241828914K98+9001412282422281114K98+9201515303022261113K98+9401310262026261313K98+9601410282028281414K98+9801511302230261513K99+00014132826试验: 计算: 复核: 监理:回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第1页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K99+000K100+000温度影响系数K2测点数n208平均弯沉值(0.01mm)25.5保证率系数A0.167标准差s4代表弯沉值(0.01mm)26.1左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)30261513K99+0001413282628201410K99+0201314262826301315K99+0401515303020301015K99+060141028201820910K99+080131026201822911K99+1001415283022261113K99+1201515303024301215K99+1401315263030301515K99+1601213242622261113K99+1801214242820261013K99+2001315263024281214K99+2201415283026301315K99+2401515303022261113K99+2601414282824241212K99+2801515303028301415K99+3001313262630301515K99+3201213242622201110K99+3401315263024261213K99+3601214242828301415K99+3801015203030301515K99+4001115223022241112K99+4201314262820221011K99+4401512302424281214K99+4601514302828301415K99+4801514302826301315K99+50014142828试验: 计算: 复核: 监理: 回弹弯沉试验报告表施甸至孟定二级链子桥至永康段路面工程一合同段 第2页,共2页承包单位昆明市道桥工程有限责任公司报告日期工程名称路面工程结构类型沥青面层标准轴载100KN里程桩号K99+000K100+000温度影响系数K2测点数n208平均弯沉值(0.01mm)25.5保证率系数A0.167标准差s4代表弯沉值(0.01mm)26.1左幅 里程桩号右幅弯沉(0.01mm)读数(0.01mm)读数(0.01mm)弯沉(0.01mm)26301315K99+5001414282830301515K99+5201515303028301415K99+5401415283024261213K99+5601415283026281314K99+5801515303030301515K99+6001415283026281314K99+6201415283028261413K99+6401314262830281514K99+6601515303020301015K99+6801515303020221011K99+700151530301824912K99+720131526301824912K99+7401214242822261113K99+7601214242822281114K99+7801413282624281214K99+8001510302026261313K99+8201311262228281414K99+8401512302430301515K99+8601413282626241312K99+8801514302824241212K99+9001415283024261213K99+9201014202826261313K99+9401110222026221311K99+960119221824201210K99+980129241822241112K100+00013142628试验: 计算: 复核: 监理: