Sample Record for 2023-03-23-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2023-03-23-34
TL Number from the TL Form:
Sample Submitted By Organization: Construction Testing Services Incorporated
Sample Organization Contact: (916) 419-4747
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2023
The quantity of what the sample constitutes: 32 CY
A brief description of the sample: 4000 psi concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1613820
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 30668329
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.:
Test Results
Test 1 of 1
DIME Test ID: 2023-03-23-34-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End Cured in accordance with ASTM C511
Verified Date: 04/25/2023
Date Tested: 04/20/2023
Submitted By Organization: Construction Testing Services Incorporated
Organization Address: 4400 Yankee Hill Road,
Organization City: Rocklin
Organization State: CA
Organization Zipcode: 95677
Organization Email: mchahal@cts-1.com
Organization Phone: (916) 419-4747
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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Cross sectional area of cylinder 1
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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Capped in accordance with?
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ASTM C39 - Ground End
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Compressive strength (to nearest 10 psi)
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8100 psi
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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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Maximum load on cylinder 1
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98398 lb
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Maximum load on cylinder 2
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100400 lb
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Maximum load on cylinder 3
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106634 lb
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Type of fracture pattern of cylinder 1
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2
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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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28 days
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