Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001302 DEA: 041X3604 EFIS: 0424000316
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-37-9.8/9.8
Work Description: Director's order using emergency limited Bid (ELB)- Replace/Improve existing fences and gates with security metal gates and masonry walls or security metal fences
Location Description: 3 Locations -Vallejo Maintenace yard, 1700 Lewies Brown drive Vallejo -Fairfield Maintenance station 2019 west Texas street -Dixion Maintenace station 8628 Sparling Lane in Dixion
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Quang Tran Structure Rep.: Alejandro Lara
DIME Sample ID: 2025-04-30-68
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: 04/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2025
The quantity of what the sample constitutes: 5 cy
A brief description of the sample: CIDH pile
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company
The concrete mix design number: TBD
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TBD
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-04-30-68-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/12/2025
Date Tested: 06/10/2025
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:
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 C617 - Sulfur Mortar Cap
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Apparent mass of submerged cylinder 1
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9 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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5600 psi
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Maximum load on cylinder 1
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71220 lb
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Maximum load on cylinder 2
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70040 lb
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Maximum load on cylinder 3
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69870 lb
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Compressive strength of cylinder 1
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5670.0 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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5570.0 psi
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Compressive strength of cylinder 3
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5560 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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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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45 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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