Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000276 DEA: 043Y8904 EFIS: 0423000327
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-29.77-33.45
Work Description: Slipout and drainage repairs.
Location Description: In Napa County from 1.8 Mile to 5.6 mile east of Wragg Creek bridge.
Contractor Name: Valentine Corporation (Megan Shalvis)
Contractor Address: 111 Pelican Way, San Rafael, CA 94901
Resident Engineer: Paramdeep Brar Structure Rep.: Mohammad Nasim
DIME Sample ID: 2024-10-10-71
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
Sample Taken Date: 10/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2024
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: 3 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: 45613BC1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 45613BC1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 3 Cylinder
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-10-71-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2024
Date Tested: 11/13/2024
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:
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 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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Average diameter of cylinder 3
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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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Cross sectional area of cylinder 3
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12.57 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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53108 lb
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Maximum load on cylinder 2
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54113 lb
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Maximum load on cylinder 3
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54742 lb
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Compressive strength of cylinder 1
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4220.0 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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4300.0 psi
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Compressive strength of cylinder 3
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4350 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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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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34 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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