Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000783 DEA: 041Q7004 EFIS: 0418000319
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-22.8/32.8
Work Description: REPLACE BRIDGE RAILING AND GUARDRAIL, & RECONSTRUCT SIDEWALK.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM MENDOCINO AVENUE OVERCROSSING TO LIMERICK LANE OVERCROSSING
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Leonard Brajnikoff Structure Rep.: Nick Abuhamdieh
DIME Sample ID: 2025-08-18-48
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Santa Rosa
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2025
The quantity of what the sample constitutes: 10
A brief description of the sample: 590CR2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Superior Supplies Ready Mix
The concrete mix design number: 590CR2
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 311692
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-08-18-48-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/16/2025
Date Tested: 09/15/2025
Submitted By Organization: Kleinfelder - Hayward
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
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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Capped in accordance with?
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ASTM C39 - Ground End
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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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4.01 in
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Average diameter of cylinder 3
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4.01 in
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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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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4290 psi
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Maximum load on cylinder 1
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53816 lb
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Maximum load on cylinder 2
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56818 lb
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Maximum load on cylinder 3
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52095 lb
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Compressive strength of cylinder 1
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4261.0 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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4498.7 psi
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Compressive strength of cylinder 3
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4124.7 psi
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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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5
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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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Age of specimen in hours
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no data
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