Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993776 DEA: 040J3004 EFIS: 0413000433
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-26.7/27.1
Work Description: CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location Description: SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Fabio La Serna Structure Rep.: Matteo D-Orio
DIME Sample ID: 2022-12-07-28
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2022
The quantity of what the sample constitutes: 6 Cylinders 4x8
A brief description of the sample: 6 Cylinders 4x8
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Argonaut Constructors
The concrete mix design number: SL-4700CG
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: SL-4700CG
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-12-07-28-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/15/2022
Date Tested: 12/14/2022
Submitted By Organization: CT HQ - QASI Bay Area Field Office
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: maged.g.armanuse@dot.ca.gov
Organization Phone: (916) 284-6784
General Comments for this Test:
Test Result Compliance: complies
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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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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12.566 in^2
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Cross sectional area of cylinder 2
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12.566 in^2
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Cross sectional area of cylinder 3
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12.566 in^2
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Compressive strength (to nearest 10 psi)
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6290 psi
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Maximum load on cylinder 1
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78160 lb
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Maximum load on cylinder 2
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80170 lb
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Maximum load on cylinder 3
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78910 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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Age of specimen in hours
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no data
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DIME Test ID: 2022-12-07-28-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - QASI Bay Area Field Office
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: maged.g.armanuse@dot.ca.gov
Organization Phone: (916) 284-6784
Data has not been verified.
