Sample Record for 2025-11-08-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994415 DEA: 120R3114 EFIS: 1220000021
QA Service Level: 1
DIST-CO-RTE-PM: 12-LA,ORA-91-R20.6/R20.7,R0.0/4.8
Work Description: PLACE JPCP (RSC) AND RHMA, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: LOS ANGELES AND ORANGE COUNTIES FROM 0.1 MILE WEST OF THE LOS ANGLES COUNTY LINE IN CERRITOS TO 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING IN ANAHEIM
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Bill Gilchrist Structure Rep.: Matthew Chang
Sample Information
DIME Sample ID: 2025-11-08-12
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: 11/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2025
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-0385
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: RSC CTS-72-EHI
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: WB 91 Western Ave. Departure Bridge No 55-0299, PM R2.35
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-11-08-12-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/12/2025
Date Tested: 11/11/2025
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:
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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6.02 in
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Average diameter of cylinder 2
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6.02 in
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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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28.46 in^2
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Compressive strength (to nearest 10 psi)
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6010 psi
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Maximum load on cylinder 1
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170570 lb
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Maximum load on cylinder 2
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171350 lb
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Compressive strength of cylinder 1
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5993.3 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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6020.7 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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3 days
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Age of specimen in hours
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no data0 hours
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