TECHNICAL PAPERS
Jul 1, 1986

Proposed New Truck Weight Limit Formula

Publication: Journal of Structural Engineering
Volume 112, Issue 7

Abstract

A formula for limiting truck and combination vehicle weights is proposed. The proposed formula gives the maximum allowable gross vehicle weight as a function of extreme axle spacing, and is intended to replace the existing formula which depends on the number of axles in the string as well as the extreme axle spacing. The advantages of the proposed formula over the existing formula are several. The existing formula does not prevent certain critical vehicles from operating on H15 bridges except by means of a footnote addendum. The proposed formula does protect H15 bridges against such vehicles. The existing formula does not provide adequately for economic operation of proposed long combinations of multiple trailers. An existing 80,000 lb gross vehicle weight limit presently prevents extension of the existing formula to the proposed longer vehicles. Should the existing 80,000 lb limit be increased or removed, the existing formula would not adequately protect HS20 bridges. The proposed formula will protect the bridges in the absence of such a limit.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 7July 1986
Pages: 1589 - 1604

History

Published online: Jul 1, 1986
Published in print: Jul 1986

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Affiliations

Ray W. James, M. ASCE
Asst. Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843
James S. Noel, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843
Howard L. Furr, F. ASCE
Prof. Emeritus, Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843
Francisco E. Bonilla
Structural Engr., S and D Engrg. and Construction, 7825 Park Place Blvd., Houston, TX 77207

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