Sample Record for 2025-08-14-83
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000612 DEA: 120R57U4 EFIS: 1223000131
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405-11.4/24.2
Work Description: PLACE JPCP (RSC) AND RHMA, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY FROM HARBOR BOULEVARD UNDERCROSSING IN COSTA MESA TO LOS ANGELES COUNTY LINE AT ROSSMOOR
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 Norris Ave. #200, Westlake Village, CA 91361
Resident Engineer: Dennis Nguyen Structure Rep.: maribel Munoz Blanco
Sample Information
DIME Sample ID: 2025-08-14-83
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2025
The quantity of what the sample constitutes: 2
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-0291
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: G3-25-CTS-389
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow
Where the material sample would have been placed if not sampled: "A" Line 1259+00~1265+00
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-08-14-83-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/25/2025
Date Tested: 08/24/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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3.99 in
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Average diameter of cylinder 2
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3.99 in
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Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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5460 psi
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Maximum load on cylinder 1
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70250 lb
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Maximum load on cylinder 2
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66190 lb
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Compressive strength of cylinder 1
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5620.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5295.2 psi
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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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10 days
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Age of specimen in hours
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no data0 hours
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