Draft regulation Impact Statement for Underrun Protection a draft statement inviting discussion and comments from parties affected by the proposed heavy commercial vehicle safety initiative January 2007 Report Documentation Page



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Scenario D - Energy Absorbing UP Device

 










 










 




 

Front

Cost spread over (yrs)




 

Side

Cost spread over (yrs)




 

Rear

Cost spread over (yrs)




 

 

Cost margin

10

15

20

Cost margin

10

15

20

Cost margin

10

15

20

Rigid

-$ 343

-34

-23

-17

-$ 806

-81

-54

-40

-$ 761

-76

-51

-38

Articulated

$ 67

7

4

3

-$ 777

-78

-52

-39

-$ 734

-73

-49

-37

Cost margin- the amount ($) that the UP cost for each vehicle would have to be adjusted by to give a Benefit-Cost Ratio (BCR) of one (Note: these are approximate as the BCRs are based on the Likely case which is a 15 year period).



Sensitivity of Extra Load on the Axle(s) – Cost of payload reduction where axle limits are not increased


Annual revenue ($ million)

20,699 

Average distance travelled laden - rigid (km per year per truck)

13,106

Front UP mass (kg)

110

Average distance travelled laden - articulated (km per year per truck)

57,541

Distribution of trucks across fleet

Proportion

Typical

empty mass (tonnes)




Typical

loaded mass

Typical payload

FUPmass reduction

Percentage payload lost

2 axle rigid truck

40%

5




15

10

0.11

 

3 axle rigid truck

30%

6




23

17

0.11

 

4 axle Twin-Steer rigid truck

10%

8




27

19

0.11

 

2 axle rigid truck with 2 axle dog trailer

15%

8




30

22

0.11

 

3 axle rigid truck with 3 axle dog trailer

5%

10




42.5

32.5

0.11

 

Total rigid truck

 

 




 

101

0.6

0.55%

























3 axle semi-trailer

5%

7




24

17

0.11

 

5 axle semi-trailer

20%

10




40

30

0.11

 

6 axle semi-trailer

40%

12




45.5

33.5

0.11

 

7 axle B-Double

5%

12




57

45

0.11

 

8 axle B-Double

5%

15




62.5

47.5

0.11

 

9 axle B-Double

15%

18




68

50

0.11

 

Double Road Train

5%

20




85.7

65.7

0.11

 

Triple Road Train

5%

25




125.2

100.2

0.11

 

Total articulated truck

 

 




 

308

0.9

0.29%






















Rigid plus articulated trucks, proportioned for distance travelled
















0.33%

Potential revenue loss per year ($ million)










 

 

69

Source: ABS (2002) Year Book Australia for revenue and distance travelled, ABS (2005) for vehicle numbers and ABS, NRTC Cost Allocation Model for fleet distribution.


Sensitivity of Extra Load on the Axle(s) - Summary of Benefit-Cost ratios where axle limits are increased by 100 kg
Scenario A - Low Effectiveness UP Device

 

 

Front

 

 

Best Case

Likely Case

Worst Case

Rigid

3.3

2.3

0.9

Articulated

20.3

14.2

5.9


Scenario B - Most Likely Effectiveness UP Device

 

 

Front

 

 

Best Case

Likely Case

Worst Case

Rigid

4.0

2.8

1.2

Articulated

24.8

17.3

7.4

Best Case - 25 year pay-off period @4%, costed for fatalities, injuries and other costs

Likely Case - 15 year pay-off period @7%, costed for fatalities, injuries and other costs

Worst Case - 10 year pay-off period @12%, costed for fatalities and injuries cost only



Notes

The revised Benefit-cost ratios were calculated as follows:



  • 170 000 km with 500 kg additional front axle load = $3545 = $0.0041 per 100 kg per km per year.

  • Articulated trucks, annual cost = 62 278 trucks x 57 541 km x $0.0041 = $14.69m.

  • Rigid trucks, annual cost = 194 394 trucks x 13 106 km x $0.0041 = $10.44m.



  • The cost used was conservative as it assumes that a rigid vehicle damages the road as much as an articulated vehicle.

  • 100 kg was used instead of the worst case 110 kg as a compromise between the mass effect of a short wheelbase cab-over articulated as compared to a bonneted articulated truck or other longer wheelbase rigid trucks. Refer page 28.

Source: ABS (2005) for vehicle numbers, ABS (2002) Year Book Australia for distance travelled, and NTC (2006) for road damage cost.






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