Sample Record for 2019-09-15-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher
Sample Information
DIME Sample ID: 2019-09-15-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 09/15/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: One 5 yard load of SCC Mix
A brief description of the sample: 6x12 concrete cylinders (2 total)
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: SARB 4-7
The fabricator/manufacturer/facility name: Oldcastle Infrastructure
Material Information
The concrete mix design number: UV-301B2
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 63983
Concrete batch plant: Onsite OCP Perris
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: GIrder 4 7 formwork
Where the material sample would have been placed if not sampled: Bed B1 Girder 4 7
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2019-09-15-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/18/2019
Date Tested: 10/14/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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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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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28.46 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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10800 psi
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Compressive strength of cylinder 1
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11118.1 psi
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Compressive strength of cylinder 2
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10490.5 psi
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Maximum load on cylinder 1
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316420 lb
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Maximum load on cylinder 2
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298560 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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29 days
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