Sample Record for 2022-09-18-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214524 DEA: 07304504 EFIS: 0714000067
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains
Sample Information
DIME Sample ID: 2022-09-18-8
TL Number from the TL Form: 22-2440
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 09/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x6x21 beams
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-2440
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard at the 57 Freeway
Material Information
The concrete mix design number: 690HE4X12
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Vanguard at 57 Freeway
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Skip loader to wheel barrow
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: 2022-09-18-8-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 10/10/2022
Date Tested: 09/28/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens
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3
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Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
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Fracture occurred at a capped section
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No
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Is a beam dimensional correction factor used?
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No
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Age of specimen
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10 days
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Modulus of rupture
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680 psi
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Modulus of rupture 2
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680 psi
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Modulus of rupture average
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680 psi
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Modulus of rupture 3
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690 psi
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