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1、水泥路面厚度設計軸載換算,交通車型,代表車型,位置,軸重/KN,i,后軸數(shù),后軸輪,交通量,標準軸載Ni/次,交通車型,代表車型,位置,軸重/KN,i,后軸數(shù),后軸輪,交通量,標準軸載Ni/次,組數(shù),輛/日,組數(shù),輛/日,小客車,桑塔納2000,前軸,2400,小客車,桑塔納2000,前軸,2400,后軸,2400,后軸,2400,中客車,SH141,前軸,25.55,551.0 ,1,2,500,0.00 ,中客車,SH141,前軸,25.55,551.0 ,1,2,500,0.00 ,后軸,55.1,1.0 ,500,0.04 ,后軸,55.1,1.0 ,500,0.04 大客車,CA50

2、,前軸,28.7,524.2 ,1,2,1800,0.00 ,大客車,CA150,前軸,28.7,524.2 ,1,2,1800,0.00 ,后軸,68.2,1.0 ,1800,3.94 ,后軸,68.2,1.0 ,1800,3.94 小貨車,吉爾130,前軸,25.75,549.2 ,1,2,400,0.00 ,小貨車,吉爾130,前軸,25.75,549.2 ,1,2,400,0.00 ,后軸,59.5,1.0 ,400,0.10 ,后軸,59.5,1.0 ,400,0.10 中貨車,CA390,前軸,35,481.3 ,1,2,900,0.02 ,中貨車,CA390,前軸,35,481.

3、3 ,1,2,900,0.02 ,后軸,70.15,1.0 ,900,3.10 ,后軸,70.15,1.0 ,900,3.10 ,東風EQ140,前軸,23.7,569.1 ,1,2,700,0.00 ,EQ140,前軸,23.7,569.1 ,1,2,700,0.00 ,后軸,69.2,1.0 ,700,1.94 ,后軸,69.2,1.0 ,700,1.94 大貨車,JN150,前軸,49,416.5 ,1,2,750,3.45 ,大貨車,JN150,前軸,49,416.5 ,1,2,750,3.45 ,后軸,101.6,1.0 ,750,966.85 ,后軸,101.6,1.0 ,750,

4、966.85 特大車,日野ZM440,前軸,60,381.7 ,2,2,700,75.38 ,特大車,日野ZM440,前軸,60,381.7 ,2,2,700,75.38 ,后軸,100,0.0 ,700,0.00 ,后軸,100,0.0 ,700,0.00 拖掛車,五十鈴,前軸,60,381.7 ,3,2,70,7.54 ,拖掛車,五十鈴,前軸,60,381.7 ,3,2,70,7.54 ,中軸,100,1.0 ,70,70.00 ,中軸,100,1.0 ,70,70.00 ,后軸,100,0.0 ,70,0.00 ,后軸,100,0.0 ,70,0.00 合計Ni,1132.36 ,合計N

5、i,1132.36 設計年限內累計軸載次數(shù),6.59E+06,設計年限內累計軸載次數(shù),6.59E+063.14E+00,4.814165377,交通車型,代表車型,前軸重,后軸重,后軸數(shù),后軸輪,交通量,（KN）,（KN）,組數(shù),輛/每日,小客車,桑塔納2000,2400,中客車,SH141,25.55,55.1,1.0 ,2,500,大客車,CA50,28.7,68.2,1.0 ,2,1800,小貨車,吉爾130,25.75,59.5,1.0 ,2,400,中貨車,CA390,35,70.15,1.0 ,2,900,EQ140,23.7,69.2,1.0 ,2,700,大貨車,JN150,4

6、9,101.6,1.0 ,2,750,特大車,日野ZM440,60,2100,2.0 ,2,700,拖掛車,五十鈴,60,100-802,3.0 ,2,70,EXR181L,交通車型,代表車型,位置,軸重/KN,C1,C2,后軸數(shù),后軸輪,交通量,組數(shù),輛/每日,小客車,桑塔納2000,前軸,2400,后軸,2400,中客車,SH141,前軸,25.55,1.0 ,6.4,1,2,500,后軸,55.1,1.0 ,1,500,大客車,CA150,前軸,28.7,1.0 ,6.4,1,2,1800,后軸,68.2,1.0 ,1,1800,小貨車,吉爾130,前軸,25.75,1.0 ,6.4,1

7、,2,400,后軸,59.5,1.0 ,1,400,中貨車,CA390,前軸,35,1.0 ,6.4,1,2,900,后軸,70.15,1.0 ,1,900,EQ140,前軸,23.7,1.0 ,6.4,1,2,700,后軸,69.2,1.0 ,1,700,大貨車,JN150,前軸,49,1.0 ,6.4,1,2,750,后軸,101.6,1.0 ,1,750,特大車,日野ZM440,前軸,60,1.0 ,6.4,2,2,700,后軸,100,2.2 ,1,700,拖掛車,五十鈴,前軸,60,1.0 ,6.4,3,2,70,中軸,100,1.0 ,1,70,后軸,80,2.2 ,1,70,合計

8、Ni,設計年限內累計軸載次數(shù),交通車型,代表車型,位置,軸重/KN,C1,C2,后軸數(shù),后軸輪,交通量,組數(shù),輛/每日,小客車,桑塔納2000,前軸,2400,后軸,2400,中客車,SH141,前軸,25.55,1.0 ,18.5,1,2,500,后軸,55.1,1.0 ,1,500,大客車,CA150,前軸,28.7,1.0 ,18.5,1,2,1800,后軸,68.2,1.0 ,1,1800,小貨車,吉爾130,前軸,25.75,1.0 ,18.5,1,2,400,后軸,59.5,1.0 ,1,400,中貨車,CA390,前軸,35,1.0 ,18.5,1,2,900,后軸,70.15,

9、1.0 ,1,900,EQ140,前軸,23.7,1.0 ,18.5,1,2,700,后軸,69.2,1.0 ,1,700,大貨車,JN150,前軸,49,1.0 ,18.5,1,2,750,后軸,101.6,1.0 ,1,750,特大車,日野ZM440,前軸,60,1.0 ,18.5,2,2,700,后軸,100,3.0 ,1,700,拖掛車,五十鈴,前軸,60,1.0 ,18.5,3,2,70,中軸,100,1.0 ,1,70,后軸,80,3.0 ,1,70,合計Ni,設計年限內累計軸載次數(shù),水泥路面厚度設計軸載換算,交通車型,代表車型,位置,軸重/KN,i,后軸數(shù),后軸輪,交通量,標準軸

10、載Ni/次,組數(shù),輛/日,小客車,桑塔納2000,前軸,2400,后軸,2400,中客車,SH141,前軸,25.55,551.0 ,1,2,500,0.00 ,后軸,55.1,1.0 ,500,0.04 ,大客車,CA150,前軸,28.7,524.2 ,1,2,1800,0.00 ,后軸,68.2,1.0 ,1800,3.94 ,小貨車,吉爾130,前軸,25.75,549.2 ,1,2,400,0.00 ,后軸,59.5,1.0 ,400,0.10 ,中貨車,CA390,前軸,35,481.3 ,1,2,900,0.02 ,后軸,70.15,1.0 ,900,3.10 ,EQ140,前軸,23.7,569.1 ,1,2,700,0.00 ,后軸,69.2,1.0 ,700,1.94 ,大貨車,JN150,前軸,49,416.5 ,1,2,750,3.45 ,后軸,101.6,1.0 ,750,966.85 ,特大車,日野ZM440,前軸,60,381.7 ,2,2,700,75.38 ,后軸,100,0.0 ,700,0.00 ,拖掛車,五十鈴,前軸,60,381.7 ,3,2,70,7.54 ,中軸,100,1.0 ,70,70.00 ,后軸,100,0.0 ,70,0.00 ,合計Ni,1132.36 ,設計年限內累計軸載次數(shù),BJ130車型資料

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