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Sample Record for 2021-03-29-17

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Project Information

Project ID: 214938 DEA: 120M9904 EFIS: 1213000086 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-9.4
Work Description: Replace Precast RCB Culvert & Sewer Pipe & Place HMA Pavement
Location Description: ORANGE COUNTY IN LAGUNA BEACH AT BROADWAY STREET
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E. BIRCH STREET, BREA, CA 92821
Resident Engineer: Mohamad Yacoub Structure Rep.: Imad Karam

Sample Information

DIME Sample ID: 2021-03-29-17
TL Number from the TL Form:
Sample Submitted By Organization: Structure Cast
Sample Organization Contact: (661) 301-2624
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 03/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2021
The quantity of what the sample constitutes: 9.5 CY
A brief description of the sample: SCC Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: StructureCast

Material Information

The concrete mix design number: 12-0M9904
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3141
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 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: 2021-03-29-17-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 04/15/2021
Date Tested: 04/15/2021
Submitted By Organization: Structure Cast
Organization Address: 8261 McCutchen Road ,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93311
Organization Email: brent@structurecast.com
Organization Phone: (661) 301-2624
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 5240 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 145330 lb
Maximum load on cylinder 2 150560 lb
Type of fracture pattern of cylinder 1 2
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 17 days