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Sample Record for 2024-05-13-113

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.: Ryan Ramos

Sample Information

DIME Sample ID: 2024-05-13-113
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: (909) 989-1751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2024
The quantity of what the sample constitutes: 6 Beams
A brief description of the sample: ISR-RSC
From where was the sample collected: Job Site
Laboratory sample identification: CTS-65-EHI
Structure unique identifier:
Structure name: slab
The fabricator/manufacturer/facility name: Short Load Concrete

Material Information

The concrete mix design number: CTS-65-EHI
The truck number from where the sample was collected: 8
The batch plant ticket number from where the sample was collected: NI
Concrete batch plant: Short Load Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Rte10 WB between Peck Rd North and South Off-Ramps, in the center divider
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-05-13-113-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 07/29/2025
Date Tested: 05/14/2024
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
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? No
Age of specimen no data0 days
Modulus of rupture 430 psi
Modulus of rupture 2 440 psi
Modulus of rupture average 430 psi
Modulus of rupture 3 420 psi

Test 2 of 2

DIME Test ID: 2024-05-13-113-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 07/29/2025
Date Tested: 05/17/2024
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
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? No
Age of specimen 3 days
Modulus of rupture 660 psi
Modulus of rupture 2 670 psi
Modulus of rupture average 670 psi
Modulus of rupture 3 680 psi