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610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by the Contractor. The work shall be protected from the elements, flowing water, and from defacement of any nature during the building operations. The concrete shall be cured as soon as it has sufficiently hardened by covering with an approved material.

Scored patterns act as a network of control joints which help control thermal cracks. Patterned Concrete. Similar to scoring, patterning concrete uses pre-fabricated dies to impress patterns into partially cured concrete (see Figure 4-49). Color may be added with integral dyes but most frequently is accomplished with a dry-shake method of

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Foundation walls built with ICFs are easier and faster to construct than either concrete masonry unit or cast-in-place concrete foundations. Insulating forms protect the concrete from freezing or rapid drying. After any concrete wall is poured, there is a curing process that needs to occur.

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Manufacturer recommends 85% internal relative humidity of concrete prior to coating. Values: Table 1 - At 85% RH, and a w:c = 1:2, the standard time is 90 days. Table 2 - A 8" thick slab and

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8" thick concrete slab reinforced with #6 rebar at 12" oc 6" thick concrete slab reinforced with #4 footing size see schedule 1'-6" pier size see schedule 8" 6" 8" typical pier and footing detail. coordinate with owner for any required bondouts in foundation for other trades. preliminary. project title. sheet title. scale. date.

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Low Thermal conductivity CONCRETE. The lower thermal conductivity of pumice concrete provides less heat loss. Hess pumice concrete has 4X the R-value of typical sand-and-gravel aggregate concrete. This significant R-value increase both slows heat transfer and eliminates or reduces moisture condensation on walls and ceilings.

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For most concrete structures, the curing period at temperatures above 5º C (40º F) should be a minimum of 7 days or until 70% of the specified compressive or flexural strength is attained. The period can be reduced to 3 days if high early strength concrete is used and the temperature is above 10º C (50º F).

Placing Tips. The following recommended tips should be observed: Maximum Joint Spacing should be 24 to 36 times the thickness of the slab. Joints should be spaced about 10 feet and a maximum of 15 feet. When using joint groove for contraction joints, the joint should be a minimum depth of ¼ thickness of the slab.

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for no-slump concrete, by using large earth-moving equipment for transportation and large vibrating rollers for consolidation, appear to be limited only by the size of the project and its plant's ability to produce concrete. 1.2.1 Before 1900—Before to the beginning of the twentieth century, much of the portland cement used in the United

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and snow. Using curing compounds at that time may prevent proper air curing of the concrete, which is necessary to enhance its resistance to damage caused by de-icers. • Protect concrete from freezing during the first 48 hours. Plastic sheeting and insulation blankets should be used if temperatures are expected to fall below 32 F (0 C).

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However, the ultimate strength of concrete may be decreased. The temperature of water used for curing should be cooler than concrete by more than 11°C otherwise, it creates thermal shocks and leads to crack development. Minimum Curing Time of Different Concrete Constructions. Table-2 shows minimum curing period for different concrete structures.

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