道路弯沉计算表(含公式)

回弹弯沉试验报告表,,,,,,,,,,,,,,,,,,,,,,,,,

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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",,,,,,,,,,,,,,,

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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,,,,,"此表使用说明：

1、灰色单元格部分为测定值输入区域。

2、红色部分为计算部分，红色部分如果超过X±kS范围值将超过范围值单元格填0或清除大于允许范围值的单元格内的内容即可。

3、保证率系数需要自己填入。

4、此表每次数据做出后请勿在此表保存，请另存表格，此表做为计算表格。

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标准轴载,,100KN,,,,,,里程桩号,,K65+000～K66+000,,,,,,,,,,,,,,,

,温度影响系数K2,,,\,,测点数n,,208,,平均弯沉值（0.01mm）,,,20.5,,,,,,,,,,,,

,保证率系数A,,,0.167,,标准差s,,6,,代表弯沉值（0.01mm）,,,21.5,,,,,,,,,,,,

左幅,,,,里程桩号,,,,,,右幅,,,,,,,,,,,,,,4274.0000,

弯沉(0.01mm),,读数（0.01mm),,,,,,,,读数（0.01mm),,弯沉(0.01mm),,,弯沉,,,,,,,,X-平均弯沉值（0.01mm）,20.5481,计算点数

14,18,7,9,K65+000,,,,,,12,10,24,20,,14,18,24,20,42.8773,6.4927,11.9158,0.3004,S-标准差,5.7909,208

10,6,5,3,K65+020,,,,,,12,11,24,22,,10,6,24,22,111.2619,211.6465,11.9158,2.1081,CV,28.1822,

22,16,11,8,K65+040,,,,,,13,12,26,24,,22,16,26,24,2.1081,20.6850,29.7235,11.9158,MX,0.4015,

16,24,8,12,K65+060,,,,,,10,13,20,26,,16,24,20,26,20.6850,11.9158,0.3004,29.7235,PX,1.9541,

18,10,9,5,K65+080,,,,,,13,12,26,24,,18,10,26,24,6.4927,111.2619,29.7235,11.9158,X±3S,37.9208,

28,20,14,10,K65+100,,,,,,15,13,30,26,,28,20,30,26,55.5312,0.3004,89.3388,29.7235,X'-代表弯沉值（0.01mm）,21.5152,

16,16,8,8,K65+120,,,,,,10,15,20,30,,16,16,20,30,20.6850,20.6850,0.3004,89.3388,,,

8,14,4,7,K65+140,,,,,,8,13,16,26,,8,14,16,26,157.4542,42.8773,20.6850,29.7235,,,

18,24,9,12,K65+160,,,,,,12,14,24,28,,18,24,24,28,6.4927,11.9158,11.9158,55.5312,,,

22,26,11,13,K65+180,,,,,,13,15,26,30,,22,26,26,30,2.1081,29.7235,29.7235,89.3388,,,

10,16,5,8,K65+200,,,,,,15,14,30,28,,10,16,30,28,111.2619,20.6850,89.3388,55.5312,,,

12,10,6,5,K65+220,,,,,,10,13,20,26,,12,10,20,26,73.0696,111.2619,0.3004,29.7235,,,

16,22,8,11,K65+240,,,,,,12,14,24,28,,16,22,24,28,20.6850,2.1081,11.9158,55.5312,,,

22,10,11,5,K65+260,,,,,,13,14,26,28,,22,10,26,28,2.1081,111.2619,29.7235,55.5312,,,

16,18,8,9,K65+280,,,,,,11,13,22,26,,16,18,22,26,20.6850,6.4927,2.1081,29.7235,,,

16,20,8,10,K65+300,,,,,,10,15,20,30,,16,20,20,30,20.6850,0.3004,0.3004,89.3388,,,

24,14,12,7,K65+320,,,,,,14,11,28,22,,24,14,28,22,11.9158,42.8773,55.5312,2.1081,,,

16,10,8,5,K65+340,,,,,,10,12,20,24,,16,10,20,24,20.6850,111.2619,0.3004,11.9158,,,

18,10,9,5,K65+360,,,,,,9,15,18,30,,18,10,18,30,6.4927,111.2619,6.4927,89.3388,,,

24,26,12,13,K65+380,,,,,,13,15,26,30,,24,26,26,30,11.9158,29.7235,29.7235,89.3388,,,

16,20,8,10,K65+400,,,,,,12,13,24,26,,16,20,24,26,20.6850,0.3004,11.9158,29.7235,,,

30,22,15,11,K65+420,,,,,,15,14,30,28,,30,22,30,28,89.3388,2.1081,89.3388,55.5312,,,

24,22,12,11,K65+440,,,,,,15,13,30,26,,24,22,30,26,11.9158,2.1081,89.3388,29.7235,,,

16,24,8,12,K65+460,,,,,,13,12,26,24,,16,24,26,24,20.6850,11.9158,29.7235,11.9158,,,

12,16,6,8,K65+480,,,,,,10,13,20,26,,12,16,20,26,73.0696,20.6850,0.3004,29.7235,,,

18,10,9,5,K65+500,,,,,,13,11,26,22,,18,10,26,22,6.4927,111.2619,29.7235,2.1081,,,

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+000～K66+000,,,,,,,,,,,,,,,

,温度影响系数K2,,,\,,测点数n,,208,,平均弯沉值（0.01mm）,,,20.5,,,,,,,,,,,,

,保证率系数A,,,0.167,,标准差s,,6,,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),,,,,,,,,,,X,20.5481,

18,10,9,5,K65+500,,,,,,13,11,26,22,,18,10,26,22,6.4927,111.2619,29.7235,2.1081,,,

16,20,8,10,K65+520,,,,,,14,15,28,30,,16,20,28,30,20.6850,0.3004,55.5312,89.3388,,,

22,24,11,12,K65+540,,,,,,14,11,28,22,,22,24,28,22,2.1081,11.9158,55.5312,2.1081,,,

18,22,9,11,K65+560,,,,,,11,11,22,22,,18,22,22,22,6.4927,2.1081,2.1081,2.1081,,,

20,24,10,12,K65+580,,,,,,13,15,26,30,,20,24,26,30,0.3004,11.9158,29.7235,89.3388,,,

18,16,9,8,K65+600,,,,,,15,14,30,28,,18,16,30,28,6.4927,20.6850,89.3388,55.5312,,,

18,18,9,9,K65+620,,,,,,15,12,30,24,,18,18,30,24,6.4927,6.4927,89.3388,11.9158,,,

16,20,8,10,K65+640,,,,,,14,11,28,22,,16,20,28,22,20.6850,0.3004,55.5312,2.1081,,,

16,10,8,5,K65+660,,,,,,12,9,24,18,,16,10,24,18,20.6850,111.2619,11.9158,6.4927,,,

22,22,11,11,K65+680,,,,,,8,13,16,26,,22,22,16,26,2.1081,2.1081,20.6850,29.7235,,,

24,20,12,10,K65+700,,,,,,15,15,30,30,,24,20,30,30,11.9158,0.3004,89.3388,89.3388,,,

22,10,11,5,K65+720,,,,,,13,14,26,28,,22,10,26,28,2.1081,111.2619,29.7235,55.5312,,,

20,16,10,8,K65+740,,,,,,11,14,22,28,,20,16,22,28,0.3004,20.6850,2.1081,55.5312,,,

20,16,10,8,K65+760,,,,,,10,13,20,26,,20,16,20,26,0.3004,20.6850,0.3004,29.7235,,,

26,20,13,10,K65+780,,,,,,14,13,28,26,,26,20,28,26,29.7235,0.3004,55.5312,29.7235,,,

28,18,14,9,K65+800,,,,,,13,13,26,26,,28,18,26,26,55.5312,6.4927,29.7235,29.7235,,,

20,24,10,12,K65+820,,,,,,8,12,16,24,,20,24,16,24,0.3004,11.9158,20.6850,11.9158,,,

16,18,8,9,K65+840,,,,,,9,15,18,30,,16,18,18,30,20.6850,6.4927,6.4927,89.3388,,,

16,8,8,4,K65+860,,,,,,10,10,20,20,,16,8,20,20,20.6850,157.4542,0.3004,0.3004,,,

10,16,5,8,K65+880,,,,,,10,13,20,26,,10,16,20,26,111.2619,20.6850,0.3004,29.7235,,,

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