Sample Record for 2016-03-17-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 208862 DEA: 080K7104 EFIS: 0800000366
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15,215-14.0/R16.4,16.0/17.8
Work Description: I-15/I-215 Interchange Improvements (Devore)
Location Description: On I-15 from 0.8 mile south of Glen Helen Parkway UC to 1.4 mile north of Kenwood Ave UC And On I-215 from 1.2 mile south of Devore Road OC to the I-15 junction
Contractor Name: Atkinson Construction,, LLC
Contractor Address: 1672 Devore Road, San Bernardino, CA 92407
Resident Engineer: Owen Spencer Structure Rep.: Scott Gueltzow
Sample Information
DIME Sample ID: 2016-03-17-3
TL Number from the TL Form: L88-CSP-002
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/17/2016
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 868-02
Structure unique identifier: Unknown
Structure name: BED 2
The fabricator/manufacturer/facility name: CORES LAB STRUCTURES
Material Information
The concrete mix design number: 1357-1A
The truck number from where the sample was collected: LOAD 1
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK 1
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2016-03-17-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/24/2016
Date Tested: 03/24/2016
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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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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6150 psi
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Maximum load on cylinder 1
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169910 lb
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Maximum load on cylinder 2
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175500 lb
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Compressive strength of cylinder 1
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6048.8 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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6247.8 psi
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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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no data
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Age of specimen
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7 days
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Age of specimen in hours
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no data
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