Sample Record for 2022-09-20-61
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214951 DEA: 120K0234 EFIS: 1214000100
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-17.1/18.9
Work Description: South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location Description: ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
Contractor Name: GUY F. ATKINSON CONSTRUCTION, LLC
Contractor Address: 18201 Von Karman Ave #800, Irvine, CA 92612
Resident Engineer: Irvin Nguyen Structure Rep.: Jason Kim
Sample Information
DIME Sample ID: 2022-09-20-61
TL Number from the TL Form:
Sample Submitted By Organization: Atkinson Construction
Sample Organization Contact: (909) 367-8275
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2022
The quantity of what the sample constitutes: 100CY
A brief description of the sample: 4000 PSI Structural w/ polymer
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holliday Rock Irvine
Material Information
The concrete mix design number: 3F40X007
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 108167646
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck at Los Alisos Bridge
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: 2022-09-20-61-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End
Verified Date: 01/17/2023
Date Tested: 10/18/2022
Submitted By Organization: Atkinson Construction
Organization Address: 18201 Von Karman Avenue, Suite 800,
Organization City: Irvine
Organization State: CA
Organization Zipcode: 92612
Organization Email: mark.torres@atkn.com
Organization Phone: (909) 367-8275
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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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C39 - Ground End
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Compressive strength (to nearest 10 psi)
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5200 psi
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Maximum load on cylinder 1
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149850 lb
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Maximum load on cylinder 2
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145260 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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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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