Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-03-24-27
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: 03/24/2021
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
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: 3121
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.:
DIME Test ID: 2021-03-24-27-1
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?
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ASTM C1231
|
Compressive strength (to nearest 10 psi)
|
5700 psi
|
Average diameter of cylinder 1
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6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Maximum load on cylinder 1
|
161280 lb
|
Maximum load on cylinder 2
|
161210 lb
|
Type of fracture pattern of cylinder 1
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3
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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
|
1
|
Correction factor for cylinder 2
|
1
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Age of specimen
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22 days
|