Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta
DIME Sample ID: 2022-02-10-27
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2022
The quantity of what the sample constitutes: 750 CY
A brief description of the sample: A set of 4 JPCP concrete beam test specimens
From where was the sample collected: Job Site
Laboratory sample identification: 22-0280
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flatiron Plant - Paxton off-Ramp
The concrete mix design number: JPCP-3215-06
The truck number from where the sample was collected: Load 21
The batch plant ticket number from where the sample was collected: 21
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-02-10-27-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 03/14/2022
Date Tested: 03/10/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of specimens
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2
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Unit system used?
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US Units
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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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Is a beam dimensional correction factor used?
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No
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Modulus of rupture average
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850 psi
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Modulus of rupture
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840 psi
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Modulus of rupture 2
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850 psi
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Age of specimen
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28 days
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