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Sample Record for 2025-05-03-5

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: 2025-05-03-5
TL Number from the TL Form: 050325AT
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: 05/03/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-105
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1621621
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 41035588
Concrete batch plant: Cemex Inglewood
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: 2025-05-03-5-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/24/2025
Date Tested: 05/31/2025
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: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.03 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.56 in^2
Compressive strength (to nearest 10 psi) 8720 psi
Maximum load on cylinder 1 247415 lb
Maximum load on cylinder 2 249098 lb
Compressive strength of cylinder 1 8721.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 8721.9 psi
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours no data0 hours