Sample Record for 2021-06-15-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214114 DEA: 040A5394 EFIS: 0418000244
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80,12-11.4/12.8, 2.1/2.8
Work Description: Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc.
Location Description: I-80/I-680/Route 12 Interchange
Contractor Name: Kiewit Infrastructure West Co.
Contractor Address: 4650 Business Center Drive, Fairfield, CA 94534
Resident Engineer: Cassaundra Lograsso Structure Rep.: Kambiz Kouchesfahani
Sample Information
DIME Sample ID: 2021-06-15-53
TL Number from the TL Form:
Sample Submitted By Organization: Construction Testing Services
Sample Organization Contact: (925) 351-6905
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2021
The quantity of what the sample constitutes: 1305 CY
A brief description of the sample: 6x12 concrete cylinders (set 1 of 8)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Cordelia
Material Information
The concrete mix design number: 1615776
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 29692073
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.:
Test Results
Test 1 of 2
DIME Test ID: 2021-06-15-53-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Construction Testing Services
Organization Address: 2118 Rheem Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: rring@cts-1.com
Organization Phone: (925) 351-6905
This test has been superseded on 08/05/2021. The corrected test ID is: 2021-06-15-53-2
Reason: corrected
Test 2 of 2
DIME Test ID: 2021-06-15-53-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 08/05/2021
Date Tested: 07/13/2021
Submitted By Organization: Construction Testing Services
Organization Address: 2118 Rheem Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: rring@cts-1.com
Organization Phone: (925) 351-6905
General Comments for this Test: Tester Name Correction
The test was superseded from test ID: 2021-06-15-53-1
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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2
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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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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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7010 psi
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Maximum load on cylinder 1
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197175 lb
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Maximum load on cylinder 2
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199067 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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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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Age of specimen
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28 days
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