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Sample Record for 2025-05-03-2

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

Project Information

Project ID: 995193 DEA: 07356604 EFIS: 0719000026 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R10.2/20.2
Work Description: LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Jerome Arabe Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2025-05-03-2
TL Number from the TL Form: 050325
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: 05/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X6X21 Rapid Set Concrete Beams
From where was the sample collected: Job Site
Laboratory sample identification: 25-1399
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MYERS

Material Information

The concrete mix design number: VCTS675
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: MYERS
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: 2025-05-03-2-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 05/12/2025
Date Tested: 05/12/2025
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) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
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 Yes
Is a beam dimensional correction factor used? No
Age of specimen 9 days
Modulus of rupture 570 psi
Modulus of rupture 2 470 psi
Modulus of rupture average 520 psi
Modulus of rupture 3 510 psi