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Sample Record for 2025-05-29-41

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

Project Information

Project ID: 1000911 DEA: 061G7104 EFIS: 0624000158 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5,33-49.9/55.7,16.8/22.8
Work Description: PAVEMENT DELINEATION.
Location Description: FRESNO COUNTY NEAR COALINGA ON ROUTE 33 FROM PHELPS AVENUE TO 1.6 MILES SOUTH OF ROUTE 198 AND ON ROUTE 5 FROM 1.0 MILE NORTH OF PANOCHE ROAD OVERCROSSING TO 0.2 MILE NORTH OF CALIFORNIA AVE OVERCROSSING
Contractor Name: PAVE-TECH, INC.
Contractor Address: 3043 Harding Street, Carlsbad, CA 92008
Resident Engineer: Gurjot Gill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-29-41
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 3 concrete beams RSC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pave Tech

Material Information

The concrete mix design number: CTS-65-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wheelbarrow from Chute volumetric 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 1 of 1

DIME Test ID: 2025-05-29-41-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/02/2025
Date Tested: 06/02/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens 3
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
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? Yes
Age of specimen 4 days
Modulus of rupture 770 psi
Modulus of rupture average 770 psi
Modulus of rupture 2 750 psi
Modulus of rupture 3 800 psi