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Published byPeter Job Morris Modified over 9 years ago
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Controlled Low Strength Material (CLSM) ‘Flowable Fill’
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Composition of Concrete Fill
Cement Sand Water Air-Entraining Additive Elastizell Engineered Fill Darafill
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Property Comparisons Property CLSM Type II Concrete Cast Density
75-90 pcf 150 pcf 28-day compressive strength 90 psi 3000 psi Slump unattainable 3” - 4”
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Specific Job Use Corpus Christi Seawall Project
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Mixing Procedure Admixture added at site
Added at site because of the consistency; Too much sloshing will overturn vehicle or material will leak out the back of the truck
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Placement Procedure Longitudinally-cut pipe used as troughs
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Placement Procedure Flow of concrete similar to water
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Voids Before Placement
Bulkheading required to contain flow
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Voids After Placement Density low enough for hand excavation
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Finished Section Used as formwork for concrete placement
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