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Sample Record for 2024-09-14-18

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Project Information

Project ID: 995170 DEA: 120R7304 EFIS: 1219000029 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R0.8/R1.8
Work Description: Construct overhead sign structure. Replace existing sign panels.
Location Description: STATE HIGHWAY IN ORANGE COUNTY IN LA PALMA AND BUENA PARK AT VARIOUS LOCATIONS FROM VALLEY VIEW STREET OVERCROSSING TO 0.1 MILE WEST OF KNOTT AVENUE UNDERCROSSING.
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIR W, IRVINE CA 92606
Resident Engineer: Jessica Harvey Structure Rep.: Maheshwarlal Kapoor

Sample Information

DIME Sample ID: 2024-09-14-18
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: 09/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2024
The quantity of what the sample constitutes: 3
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0386
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated / Fountain Valley

Material Information

The concrete mix design number: 57247WH
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7212896
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: CIDH Pile @ 264+70
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-09-14-18-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/28/2024
Date Tested: 10/26/2024
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:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 5160 psi
Maximum load on cylinder 1 71430 lb
Maximum load on cylinder 2 60150 lb
Maximum load on cylinder 3 63820 lb
Compressive strength of cylinder 1 5655.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4762.5 psi
Compressive strength of cylinder 3 5053 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
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
Correction factor for cylinder 3 1
Age of specimen 42 days
Age of specimen in hours no data0 hours