13045 P-504 High Early PCC Flashcards

2
Q

What type of cement is acceptable for high early strength concrete?

A

A: ASTM C150, Type I, Type II, or Type III or “Rapid Set C-150 Cement” as manufactured by the CTS Cement Manufacturing Company

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3
Q

What are the strength requirements for the high early strength concrete?

A

A: 550 psi flex at 24 hours and 650 flex at opening and 750 at 28 days

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4
Q

What is required for curing of the high early concrete?

A

A: conform the the recommendations of the curing material manufacturer and the cement manufacturer

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5
Q

How much time is allowed after placement until high early concrete must be set up?

A

A: 30 mins

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6
Q

What is the average required air content for high early concrete?

A

A: 4.5 %, plus or minus 1%

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7
Q

The base is required to be treated in what way before the placement of high early concrete?

A

A: moistened with water

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8
Q

Is slip forming allowed for high early concrete?

A

A: No

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9
Q

What type of curing is required?

A

A: Water curing for at least 2 hours or until the concrete cools, then an impervious curing membrane shall be applied

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10
Q

How long of a curing period is required?

A

A: 36 hours

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11
Q

What time is pavement required to be opened up to the airport?

A

A: 0800 hours

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12
Q

What special requirements are there for testings?

A

A: There is an opening time test required. Provisions for completing this test are in the specifications

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