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: 2025-04-16-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Fairfield Construction Field Office 59-545
Sample Organization Contact: 510-714-7055
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2025
The quantity of what the sample constitutes: 57 CY
A brief description of the sample: Cement Type II/V, Isoplast 1440 type A. Footing type 1A, Retaining Wall.
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: Cemex 1615759
The truck number from where the sample was collected: 3
The batch plant ticket number from where the sample was collected: 31579404
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-04-16-27-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/28/2025
Date Tested: 05/20/2025
Submitted By Organization: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
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: 3 cylinders 4x8.
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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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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7170 psi
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Maximum load on cylinder 1
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88200 lb
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Maximum load on cylinder 2
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93500 lb
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Maximum load on cylinder 3
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88670 lb
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Compressive strength of cylinder 1
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7016.7 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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7438.3 psi
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Compressive strength of cylinder 3
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7054.1 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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34 days
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Age of specimen in hours
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no data
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