Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000900 DEA: 061G1804 EFIS: 0623000159
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS FROM GRAPEVINE CREEK BRIDGE TO KERN RIVER FLOOD CANAL BRIDGE
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 West 23rd Street, Tempe, AZ 85282
Resident Engineer: James Burford Structure Rep.: Vicente Sanchez
DIME Sample ID: 2025-07-14-46
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: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2025
The quantity of what the sample constitutes: 0-130 CY
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: CTS SHORT LOAD RAPID SET
The concrete mix design number: CTS-65-EHI
The truck number from where the sample was collected: 1
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: Volumetric Mixer
Where the material sample would have been placed if not sampled: iSR
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-07-14-46-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 07/18/2025
Date Tested: 07/18/2025
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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570 psi
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Modulus of rupture 2
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580 psi
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Modulus of rupture average
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560 psi
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Modulus of rupture 3
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540 psi
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