Hi All,
First post in the forum!
I have a commercial subdivision development designing a Service road and a exit ramp from service road onto PHwy through traffic lane (std crossfall graded against ramp grade of 13-17% driving down to traffic lane.
Q- Is there a standard way to check truck rollover/bottoming out or tanker/trailer smashing onto drivers cabin etc for a steep driveway/access ramps?
I have provided a typical cross section, long section and kerb alignment to provide a context .
As Council engineer approving this design for construction, I am just being extra cautious as any fuel tanker potentially rolling over/punching a hole in tanker or just having a King pin snapped while negotiating adverse change of grade can create chaos or potentially disaster (fuel spill , explosion, Highway blocked etc).
Is there any design guideline (AGRD part X or anything from other states than Vic) for such scenario that I can refer to? Obviously I can leave this to a design consultant but I thought its a good case study for me to learn from.
Any sort of help or prompt guidance would be greatly appreciated as I am working under very very tight timeframes as works are already underway and I have no powers to hold off works but still hoping to pursue design variations prior to PC/SOC.
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Milan Patel
Cardinia Shire Council
Cranbourne
Australia
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