Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000903 DEA: 081M0404 EFIS: 0821000091
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R140.0/R142.2
Work Description: COLD PLANE AC & RHMA, VEGETATION CONTROL (MINOR CONC), MGS, AND HTCB.
Location Description: SAN BERNARDINO COUNTY IN NEEDLES FROM FOX WASH OVERFLOW TO L STREET UNDERCROSSING
Contractor Name: INTERSTATE CIVIL CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo
DIME Sample ID: 2025-12-13-2
TL Number from the TL Form: 081j720420251213
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: 12/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2025
The quantity of what the sample constitutes: 6
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1084-1213
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SULLY
The concrete mix design number: SC590B33
The truck number from where the sample was collected: 4900
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: VARIOUS
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-12-13-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 01/10/2026
Date Tested: 01/10/2026
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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12.63 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 C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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6150 psi
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Average diameter of cylinder 1
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4.01 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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5821.1 psi
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Compressive strength of cylinder 2
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6307.9 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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6312.6 psi
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Maximum load on cylinder 1
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73520 lb
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Maximum load on cylinder 2
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79290 lb
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Maximum load on cylinder 3
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79350 lb
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Type of fracture pattern of cylinder 1
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5
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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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28 days
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