Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994511 Permit Numbers: 04216RC0290
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-12-19.97-20.10
Work Description: Extension of curb and sidewalk along the project frontage on hwy 12 to the Calistoga
Location Description:
Contractor Name: Deacon Construction, LLC
Contractor Address: 7745 Greenback Lane Suite 250, Citrus Heights, CA 95610
Resident Engineer: Arvind Sidhu Structure Rep.: Unknown
DIME Sample ID: 2025-01-13-8
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 01/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2025
The quantity of what the sample constitutes: 2 concrete cores
A brief description of the sample: 2 concrete cores 4x8
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Intersection between Calistoga Rd in santa rosa
Detail description: 2 Concrete Cores
Structure names: Pavement
Type of material: Concrete core
DIME Test ID: 2025-01-13-8-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/14/2025
Date Tested: 01/14/2025
Submitted By Organization: CT HQ - Vallejo Field Laboratory
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: Cylinder 1 - Core #2
Cylinder 2 - Core #3
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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2
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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 C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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1 lb
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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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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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Compressive strength (to nearest 10 psi)
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4940 psi
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Maximum load on cylinder 1
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69574 lb
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Maximum load on cylinder 2
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55747 lb
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Compressive strength of cylinder 1
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5480.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4390.0 psi
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Type of fracture pattern of cylinder 2
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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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Cylinder 1 - Core #2
Cylinder 2 - Core #3
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Correction factor for cylinder 1
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0.99
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Correction factor for cylinder 2
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0.99
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Age of specimen
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169 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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