Willow Creek bridge, in Monterrey, California

Authors

  • Equipo Editorial ICCET/CSIC

DOI:

https://doi.org/10.3989/ic.1965.v18.i173.4347

Abstract


Of the 10 awards given every year by the Prestressed Concrete Institute for the most outstanding prestressed concrete projects, two have been awarded in California this year, one of them to the Willow Creek bridge, near Monterrey. The prestressed, double T girders of this bridge were made at a workshop, a great distance from the bridge site. These are 24 m long, 1.35 m high, and are stabilized by transversal diaphragms, 20 cm in thickness. The table deck is of reinforced concrete, being 8.85 m wide and 20 cm thick. The structure is straightforward, slender, and adapts itself pleasantly to the background. It has seven spans and crosses over a secondary road, in addition to bridging the Willow stream. The supporting piles are hollow, of rectangular cross section, and over them a cross beam carries the five girders and the deck itself. The end abutments consist of vertical reinforced concrete walls, and supporting, soil filled, structures. The above information was supplied by the California Road Department.

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Published

1965-09-30

How to Cite

Editorial, E. (1965). Willow Creek bridge, in Monterrey, California. Informes De La Construcción, 18(173), 131–136. https://doi.org/10.3989/ic.1965.v18.i173.4347

Issue

Section

Research Articles