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Sample Record for 2022-11-15-56

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Project Information

Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405,73,405,605-9.3/24.3
Work Description: (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location Description: Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Contractor Name: OC 405 Partners
Contractor Address: 3100 W Lake Center Dr, Santa Ana, CA 92704
Resident Engineer: Hank Alonso (reports) Structure Rep.: Alex Angha (reports)

Sample Information

DIME Sample ID: 2022-11-15-56
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: 11/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2022
The quantity of what the sample constitutes: 2 cylinders + 1 extra
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0420
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OC405 PARTNERS-BEACH BLVD

Material Information

The concrete mix design number: G318BAR131
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: 405 Seal Beach Median Concrete Barrier
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2022-11-15-56-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2023
Date Tested: 12/13/2022
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:
Organization Phone: (949) 279-8846
General Comments for this Test: Required 3250 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C39 - Ground End
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.02 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.69 in^2
Compressive strength (to nearest 10 psi) 4560 psi
Maximum load on cylinder 1 56640 lb
Maximum load on cylinder 2 58930 lb
Compressive strength of cylinder 1 4484.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4643.8 psi
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours 0 hours