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Sample Record for 2023-09-15-70

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

Project Information

Project ID: 214670 DEA: 07331004 EFIS: 0716000220 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-9.0/9.2
Work Description: CONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE
Location Description: VENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Ranjit Singh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-15-70
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2023
The quantity of what the sample constitutes: 140 cu. yd.
A brief description of the sample: JPCP-BEAMS @ 28 days
From where was the sample collected: Job Site
Laboratory sample identification: 23-1431
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company

Material Information

The concrete mix design number: S63C351
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 195498
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sampled from chute of ready mix truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2023-09-15-70-1
Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
Verified Date: 10/13/2023
Date Tested: 10/13/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
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 655 psi
Modulus of rupture 2 620 psi
Modulus of rupture 3 635 psi
Modulus of rupture average 635 psi