Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-10.2/16.0
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location Description: KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
Contractor Name: Security Paving Company, Inc. (TJ Mattivi)
Contractor Address: Unknown
Resident Engineer: Robert Decker Structure Rep.: Albert Heredia
DIME Sample ID: 2024-11-19-26
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: 11/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2024
The quantity of what the sample constitutes: ISR(RSC ) 130cu YD
A brief description of the sample: 4 RSC beams
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPC Volumetric Mobile Yard
The concrete mix design number: G3-24-CTS-376
The truck number from where the sample was collected: 8
The batch plant ticket number from where the sample was collected: 10
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: 2024-11-19-26-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/24/2024
Date Tested: 11/22/2024
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: 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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3 days
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Modulus of rupture
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610 psi
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Modulus of rupture 2
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650 psi
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Modulus of rupture average
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640 psi
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Modulus of rupture 3
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660 psi
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