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Sample Record for 2026-10-09-16

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-28.2/31.3
Work Description: HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
Contractor Name: Griffith Company (Austin Fitch)
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2026-10-09-16
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: 10/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2026
The quantity of what the sample constitutes: 6 beams
A brief description of the sample: JPCP beams
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holiday Rock Bakersfield

Material Information

The concrete mix design number: 3C60C006
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6
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.:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-10-09-16-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 10/13/2026
Date Tested: 10/13/2026
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:
Number of specimens 3
Unit system used? US Units
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Is a beam dimensional correction factor used? No
Modulus of rupture average 685 psi
Modulus of rupture 680 psi
Modulus of rupture 2 680 psi
Modulus of rupture 3 700 psi
Age of specimen 4 days