Sample Record for 2023-05-24-69
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214674 DEA: 120N7204 EFIS: 1214000093
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-10.0/R28.0
Work Description: IN ORANGE COUNTY IN LAGUNA NIGUEL, LAGUNA BEACH, NEWPORT BEACH, ALISO VIEJO, LAGUNA HILLS, IRVINE AND COSTA MESA FROM 0.3 MI SOUTH OF NB 73/SB 5 CONNECTOR TO 0.2 MILE NORTH OF NB 73/NB 405 CONNECTOR.
Location Description: UPGRADE SAFETY DEVICES, RELOCATE CONTROL CABINET, CCTV'S & ELECTROLIERS, REMOVE & REPLACE OH SIGN STRUCTURES
Contractor Name: CHUMO CONSTRUCTION GROUP, INC.
Contractor Address: 14425 Joanbridge St., Baldwin Park, CA 91706
Resident Engineer: MONAS CHAUDRY, MONAS Structure Rep.: Chungkeun Lee
Sample Information
DIME Sample ID: 2023-05-24-69
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: 05/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2023
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Job Site
Laboratory sample identification: 23-0175
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: SC590B38
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:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-05-24-69-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/22/2023
Date Tested: 06/20/2023
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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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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4300 psi
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Maximum load on cylinder 1
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126530 lb
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Maximum load on cylinder 2
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118220 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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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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28 days
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Age of specimen in hours
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no data0 hours
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