Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212720 DEA: 07291404 EFIS: 0712000094
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: STACY AND WITBECK, INC.
Contractor Address: 3939 Atlantic Ave Suite 114, Long Beach, CA 90807
Resident Engineer: Dan Leon Structure Rep.: Frank Lofti
DIME Sample ID: 2022-09-02-63
TL Number from the TL Form:
Sample Submitted By Organization: Bethlehem Construction, Incorporated
Sample Organization Contact: (661) 758-1001
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2022
The quantity of what the sample constitutes: 24CY
A brief description of the sample: Voided Slab
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bethlehem Construction
The concrete mix design number: SCC-ASH-32_3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 0009970
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: MIDDLE OF THE LOAD
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-09-02-63-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/20/2022
Date Tested: 09/02/2022
Submitted By Organization: Bethlehem Construction, Incorporated
Organization Address: 425 J Street,
Organization City: Wasco
Organization State: CA
Organization Zipcode: 93280
Organization Email: keithl@bethlehemconstruction.com
Organization Phone: (661) 758-1001
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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7620 psi
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Maximum load on cylinder 1
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214700 lb
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Maximum load on cylinder 2
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216200 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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4 days
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Age of specimen in hours
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48 hours
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