Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Kelsey Littell
DIME Sample ID: 2023-06-12-53
TL Number from the TL Form: 051721
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 206-4373
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 06/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023
The quantity of what the sample constitutes: 3 Cores
A brief description of the sample: 3x6 Shotcrete Core
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Slope Paving
The fabricator/manufacturer/facility name: Bridgeway
Detail description: Shotcrete
Structure names: Slope Paving
Type of material: Shotcrete
DIME Test ID: 2023-06-12-53-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/05/2023
Date Tested: 07/05/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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/CTM521
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Average diameter of cylinder 1
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2.78 in
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Average diameter of cylinder 2
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2.78 in
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Average diameter of cylinder 3
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2.77 in
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Cross sectional area of cylinder 1
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6.07 in^2
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Cross sectional area of cylinder 2
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6.07 in^2
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Cross sectional area of cylinder 3
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6.03 in^2
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Compressive strength (to nearest 10 psi)
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4900 psi
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Maximum load on cylinder 1
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29258 lbf
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Maximum load on cylinder 2
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27328 lbf
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Maximum load on cylinder 3
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32487 lbf
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Compressive strength of cylinder 1
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4820.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4502.0 psi
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Compressive strength of cylinder 3
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5391 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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2
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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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23 days
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Age of specimen in hours
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no data
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