Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993671 DEA: 07357704 EFIS: 0719000097 COOP: 075245
QA Service Level: 2
DIST-CO-RTE-PM: 07-LA-I-210-
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mark Amorsolo Structure Rep.: Jinrong Wang
DIME Sample ID: 2023-09-15-83
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2023
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National RM Irwindale
The concrete mix design number: S63C453T10
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 343870
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Retaining Wall 1703 Station 1705+70.30
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-09-15-83-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/22/2023
Date Tested: 10/13/2023
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
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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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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Compressive strength (to nearest 10 psi)
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4300 psi
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Maximum load on cylinder 1
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122240 lb
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Maximum load on cylinder 2
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121610 lb
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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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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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Age of specimen
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28 days
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Age of specimen in hours
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0 hours
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