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Sample Record for 2026-09-29-47

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

Project Information

Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya

Sample Information

DIME Sample ID: 2026-09-29-47
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: 09/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2026
The quantity of what the sample constitutes: 6 beams and 4 cylinder
A brief description of the sample: CRCP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: onsite plant SPCI

Material Information

The concrete mix design number: G3-26-PCC-400
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 11
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: with loader
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: 2026-09-29-47-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 10/06/2026
Date Tested: 10/06/2026
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 560 psi
Modulus of rupture 550 psi
Modulus of rupture 2 550 psi
Modulus of rupture 3 585 psi
Age of specimen 7 days