Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215374 DEA: 060X2704 EFIS: 0618000048
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-37.2/48.8
Work Description: PAVEMENT REHABILITATION
Location Description: FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown
DIME Sample ID: 2022-11-15-39
TL Number from the TL Form:
Sample Submitted By Organization: Structure Cast
Sample Organization Contact: (661) 301-2624
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2022
The quantity of what the sample constitutes: 9 CY
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: StructureCast
The concrete mix design number: 06-0X2704
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7531
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from truck into wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-11-15-39-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/23/2022
Date Tested: 11/21/2022
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) 717-5464
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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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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7130 psi
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Maximum load on cylinder 1
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200433 lb
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Maximum load on cylinder 2
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200413 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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4
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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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1.00
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Correction factor for cylinder 2
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1.00
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Age of specimen
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5 days
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Age of specimen in hours
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no data0 hours
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