aci concrete field sampling. aashto concrete classifications n concrete for use in highway bridges...
TRANSCRIPT
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ACIACI
Concrete Field Sampling
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AASHTO Concrete ClassificationsAASHTO Concrete Classifications Concrete for use in highway bridges is defined as Class A, B, C, P,
or S. Class A is prescribed unless another class of concrete is more
appropriate.– Class A concrete shall contain six (6) sacks of cement to the cubic yard– The water content shall not exceed six (6.0) U.S. gallons
per sack of cement (W/C < .54) Class B concrete is for footings, pedestals, massive pier shafts, and
gravity walls.– Class B concrete shall contain five (5) sacks of cement to the cubic yard. – The water content shall not exceed six and a half (6.5) gallons per sack
of cement (W/C < .58 Class C concrete is prescribed for thin sections Class P concrete is used when compressive strengths in excess of
4,000 psi Class S is used for concrete deposited underwater
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Frequency of Field SamplingFrequency of Field Sampling
ACI defines requirements of evaluation and acceptance of concrete on the job.
3 criteria establish the required minimum sampling frequency:
– Once each day a given class is placed, nor less than…
– Once for each 150 yd3 of each class placed each day, nor less than….
– Once for each 5000 ft2 of slab or wall surface area placed each day
Minimum of 5 tests are required if less than 5 batches are required.
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When less than 50 yd3 of concrete are to be placed:
– strength tests not required if satisfactory evidence of strength has been submitted and approved (previous quality assurance discussion)
Frequency of Field SamplingFrequency of Field Sampling
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Field Sampling & TestingField Sampling & Testing
A standard cylinder mold is 6” in diameter and 12” high.
One test result is considered the average of two cylinders at 28-days.
Not more than one test (2 cylinders) shall be taken from a single batch.
Water may not be added to the batch after the sample is taken.
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Sampling The ConcreteSampling The Concrete
Proper molding of cylinders for compressive strength:– Molded on rigid surface free of vibration– Placed in 3 lifts– Rodded 25 strokes per layer– To consolidate the layers, tap the outside of the
cylinder lightly with the rod until holes close– Trowel finish the top surface – Cover with a plastic lid once bleed water has
evaporated
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Sampling The ConcreteSampling The Concrete
Flexural Beams: – Modulus of Rupture for
Pavement Design Purposes
– 6” x 6” x 20” beams– Cast in two layers– Rodded once for each 2 in2 of surface area– Tapped with rubber mallet 10 times each layer– Spade along edges– Finish & cover
R=Pl bd2
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Storing Field SamplesStoring Field Samples
Once field samples are taken:– Prevent:
evaporation exposure to direct sunlight Exposure to radiant heat sources
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Lab Curing & TestingLab Curing & Testing
Once the samples arrive at the lab:– Demold– Store in moist condition
(limetank or moist-cure room)
– Store at 73.4o +/- 3o
– Tested at 28-days
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Investigation of Low-Strength Test ResultsInvestigation of Low-Strength Test Results
If lab-cured cylinders from the field have average strengths below specified by more than 500 psi:
– Verify sampling & testing procedures: Properly surfaced specimens? Initial curing over 80° (in field)? Frozen cylinders? Extra days in the field? Impact during transport? Delay in curing at the lab? Improper testing procedure?
– Lab is held accountable
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Low Results: What Then?Low Results: What Then?
– 3 cores should be taken from the structure in question for each substandard lab test.
– core tests shall be considered adequate if the average is equal to 85% of specified….and...
– and if no single test is less than 75% of specified
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When Results are NOT AcceptableWhen Results are NOT Acceptable
Strengthening of the structure or removal / replacement is required!!
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