jkegarch
Automotive
- Sep 29, 2008
- 2
We are designing a truck loading area for a self storage facility in New York State.
The largest anticipated vehicle is a 53' long "drop frame" semi trailer with an extended sleeper cab. Ordinarily, I would use a WB-67 in the design however the dimension from the king pin to the rear wheels on the WB-67 is considerably longer than that of the "drop frame" trailer used by most interstate moving companies. As a result, the WB-67 in Autoturn is more difficult to maneuver than a "modified" WB-67 matching the dimensions of the "drop frame" trailer. We are able to shaow that the modified truck works on the site but not the standard WB-67.
Has anyone had any experience using a modified truck in Autoturn when presenting the design to a traffic commission or other land use board?
Thanks
The largest anticipated vehicle is a 53' long "drop frame" semi trailer with an extended sleeper cab. Ordinarily, I would use a WB-67 in the design however the dimension from the king pin to the rear wheels on the WB-67 is considerably longer than that of the "drop frame" trailer used by most interstate moving companies. As a result, the WB-67 in Autoturn is more difficult to maneuver than a "modified" WB-67 matching the dimensions of the "drop frame" trailer. We are able to shaow that the modified truck works on the site but not the standard WB-67.
Has anyone had any experience using a modified truck in Autoturn when presenting the design to a traffic commission or other land use board?
Thanks