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Sample Record for 2024-02-29-21

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

Project Information

Project ID: 994396 DEA: 07330304 EFIS: 0716000213 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-22.0/30.8
Work Description: CONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION
Contractor Name: FEC FUTURE CONTRACTORS AND ENGINEERS, INC.
Contractor Address: 184 TECHNOLOGY DRIVE, SUITE 2, IRVINE CA 92618
Resident Engineer: Edgar Herrera Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-29-21
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: Acceptance
Type of Material: Concrete
Sample Taken Date: 02/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/29/2024
The quantity of what the sample constitutes: 10 yd3
A brief description of the sample: Rapid set concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 24-0376
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete

Material Information

The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: 8
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: Truck Chute
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: 2024-02-29-21-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/03/2024
Date Tested: 03/03/2024
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: Trial Slab FEC Yard @ WB Rte. 10 & Del Mar Ave On-Ramp
Test Result Compliance:
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 3 days
Modulus of rupture 710 psi
Modulus of rupture average 740 psi
Modulus of rupture 2 790 psi
Modulus of rupture 3 720 psi