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This bridge is a very unusual bridge with an unusual history. Although it looks like a concrete truss bridge, it actually is a steel truss that was reused by encasing it with reinforced concrete. The bridge is not a simple concrete-encased metal truss bridge because not only was concrete added around the metal truss, a substantial amount of reinforcing rods and wires were added alongside the truss within the concrete. The steel truss and reinforcing rod system work together to give the bridge its load-bearing capacity. Therefore, the best way to think of the bridge today is a combination of a reinforced concrete truss and a steel truss. The metal truss was reportedly built in 1910 or 1906 depending on the source consulted. The bridge as seen today was constructed in 1918. If the date for the metal truss is correct, it did not have a long service life. Based on the original plans for the bridge, the metal truss structure was a very lightweight structure composed mostly of paired angles. It likely did not take the county long to realize that the truss was not very strong and would be better served by strengthening it to enable it to reliably carry heavier loads. The steel truss itself is a Warren truss, but it is not subdivided. When the concrete strengthening project took place, the bridge was turned into a subdivided Warren truss by adding verticals and floor beams. Therefore, every other vertical member and floor beam is pure reinforced concrete with no steel truss component inside.
Thanks are due to Stanislaus County for providing a copy of an original 1918 plan sheet for this bridge, which unraveled the mystery behind this unique bridge. HistoricBridges.org adapted the diagram on this page from this plan sheet to show the parts and construction of this bridge.
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