Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214451 DEA: 07303704 EFIS: 0714000035
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh
DIME Sample ID: 2022-06-24-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 06/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2022
The quantity of what the sample constitutes: 100 cu. yd.
A brief description of the sample: 6"X12" concrete cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 22-1547
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mixed Concrete Company
The concrete mix design number: S29000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 498208
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Transit mixer chute at 10 cubic yards
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-06-24-35-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/02/2022
Date Tested: 07/01/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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680 psi
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.01 in
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Maximum load on cylinder 1
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19321 lb
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Maximum load on cylinder 2
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18908 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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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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7 days
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