Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994976 DEA: 060X3304 EFIS: 0618000055
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-R0.0/4.4
Work Description: REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location Description: KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Joy Denny Structure Rep.: Travis Landas
DIME Sample ID: 2025-02-26-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 02/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2025
The quantity of what the sample constitutes: RSC beams
A brief description of the sample: ISR -RSC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: G3-21-CTS-220
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-02-26-20-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/03/2025
Date Tested: 03/02/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: does not comply
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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3 days
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Modulus of rupture
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530 psi
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Modulus of rupture 2
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550 psi
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Modulus of rupture average
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530 psi
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Modulus of rupture 3
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520 psi
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