Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000199 DEA: 050N7054 EFIS: 0518000111
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-10.4/11.1
Work Description: South Coast 101 HOV Lanes Project 4E South- Santa Barbara
Location Description:
Contractor Name: Granite Construction Company
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Tristan Gebhart Structure Rep.: Gary Cavafian
DIME Sample ID: 2024-11-20-37
TL Number from the TL Form:
Sample Submitted By Organization: Thompson Pipe Group - Los Angeles
Sample Organization Contact: (909) 201-5127
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2024
The quantity of what the sample constitutes: 1 Batch
A brief description of the sample: NO SLUMP DRY MIX
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: THOMPSON PIPE GROUP
The concrete mix design number: NO SLUMP PACKER HEAD MIX
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 135382
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: COLLECTED FROM WHEELBARROW FROM BATCH PLANT
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-11-20-37-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/04/2024
Date Tested: 11/27/2024
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
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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3
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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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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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6700 psi
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Maximum load on cylinder 1
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84520 lb
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Maximum load on cylinder 2
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84050 lb
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Maximum load on cylinder 3
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85350 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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3
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Type of fracture pattern of cylinder 3
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3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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168 hours
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