Sample Record for 2026-04-13-17
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000028 DEA: 081J8404 EFIS: 0818000121
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40,58,62,95-Var
Work Description: INSTALL CMS SYSTEM, FURNISH SIGN STRUCTURE, AND SIGN FOUNDATION.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE, CA 92606
Resident Engineer: Khoa Nguyen Structure Rep.: Alex Naime
Sample Information
DIME Sample ID: 2026-04-13-17
TL Number from the TL Form: 1076-421
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2026
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1076-421
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade
Material Information
The concrete mix design number: Not Provided
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 34006721
Concrete batch plant: Hi Grade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Pile Location 6
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-04-13-17-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 04/20/2026
Date Tested: 04/20/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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3550 psi
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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3404.9 psi
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Compressive strength of cylinder 2
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3836.9 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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3399.4 psi
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Maximum load on cylinder 1
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42800 lb
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Maximum load on cylinder 2
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48230 lb
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Maximum load on cylinder 3
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42730 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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