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Instruction for Girder bridge construction
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[quote user="FJ and G"] <p>OK, I have been pondering this for a few minutes and have reached the following conclusion:</p><p>Marc's concrete support was not set deep enough into the ground to get below the frostline. Instead, he relied on the rebar to stick into the ground and support the bridge.</p><p>A combination of iron oxide rust and water osmosis up thru the rebar created a very small opening or hairline crack that became moist and expanded with freezing temps. This pattern was repeated several times and the crack became bigger.</p><p> </p><p>Had the concrete gone below the surface a couple of feet (he's in Colorado), I believe this would not have occurred. Commercial bridge supports are far below the frostline.</p><p> </p><p>Anyway, that's my theory </p><p>[/quote]</p><p>This can be correct.</p><p>My <span class="smiley">[2c]</span> is remember we must not forget the steel and concrete contract and expand but when the steel on/in ground alone I am not sure because I never poured like that but David's theory makes since.</p><p>William</p>
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