The current bridge formula, Federal Bridge Formula B (BFB), established in
1974 to protect bridges against excessive overstress, is very restrictive on long
combination vehicles due to an 80,000 lb gross vehicle weight limit. Without this limit
the formula will not be able to protect bridges in the cases of longer trucks. A formula
developed by the Texas Transportation Institute (T.T.I.) called the TTI-HS20 Formula
addresses these issues. This formula, developed especially for bridges designed for the
HS-20 truck, eliminates the need for the 80,000 lb limit.
A generic formula developed to protect H15 and HS-20 bridges (James et al.,
1986) was evaluated in a previous study (James and Zhang, 1991). The approach to
evaluating the TTI-HS20 Formula follows the approach outlined in James and Zhang,
1991. Information was collected on two important elements: a set of test bridges
representative of the lightest continuous bridges, and a set of test truck configurations
representative of real truck traffic with a focus on long combination vehicles.
Critical weights of the selected trucks for the representative bridges are
calculated and plotted against the TTI-HS 20 formula and other proposed formulas. A
final recommendation as to whether this formula should be adopted nationwide is made.
| Identifer | oai:union.ndltd.org:tamu.edu/oai:repository.tamu.edu:1969.1/2551 |
| Date | 01 November 2005 |
| Creators | Contractor, Yateesh Jaykishan |
| Contributors | James, Ray |
| Publisher | Texas A&M University |
| Source Sets | Texas A and M University |
| Language | en_US |
| Detected Language | English |
| Type | Book, Thesis, Electronic Thesis, text |
| Format | 545292 bytes, electronic, application/pdf, born digital |
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