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Sample Record for 2025-12-16-59

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Project Information

Project ID: 1000793 DEA: 120K8704 EFIS: 1200020230 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-605-R0.6/R1.6
Work Description: MODIFY RAMPS, LIGHTING AND RAMP METERING SYSTEMS.
Location Description: ORANGE COUNTY IN LOS ALAMITOS FROM 0.8 MILE SOUTH TO 0.2 MILE NORTH OF KATELLA AVENUE UNDERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING STE 200, IRVINE, CA 92618
Resident Engineer: Mario Leon Structure Rep.: Maheshwarlal Kapoor

Sample Information

DIME Sample ID: 2025-12-16-59
TL Number from the TL Form:
Sample Submitted By Organization: Surecast West
Sample Organization Contact: (951) 491-9506
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/17/2025
The quantity of what the sample constitutes: 8.75 CY
A brief description of the sample: TYPE II /V
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX -REDLANDS

Material Information

The concrete mix design number: 1610974
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31840034
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CONCRETE SAMPLE FROM WHEELBARRROW
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: 2025-12-16-59-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/13/2026
Date Tested: 01/07/2026
Submitted By Organization: Surecast West
Organization Address: 8203 Alabama Street,
Organization City: Redlands
Organization State: CA
Organization Zipcode: 92373
Organization Email: cody@surecastwest.com
Organization Phone: (951) 491-9506
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 6160 psi
Maximum load on cylinder 1 76100 lb
Maximum load on cylinder 2 77920 lb
Maximum load on cylinder 3 78350 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
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
Correction factor for cylinder 3 1
Age of specimen 9 days
Age of specimen in hours no data0 hours