Sample Record for 2016-09-07-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7427 DEA: 07215934 EFIS: 0700001833
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-2.4/4.0
Work Description: Widen and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Mashhur Ali Structure Rep.: Steven Kim
Sample Information
DIME Sample ID: 2016-09-07-4
TL Number from the TL Form: 856-16F
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: 09/07/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 856-16F
Structure unique identifier: CASTING BED 14
Structure name: Unknown
The fabricator/manufacturer/facility name: Jobsite
Material Information
The concrete mix design number: UV-199
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 54507
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Concrete from wheelbarrow
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: 2016-09-07-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/21/2016
Date Tested: 09/21/2016
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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Cross sectional area of cylinder 1
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28.56 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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5930 psi
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Average diameter of cylinder 1
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6.03 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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5888.0 psi
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Compressive strength of cylinder 2
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5980.7 psi
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Maximum load on cylinder 1
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168160 lb
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Maximum load on cylinder 2
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170210 lb
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Type of fracture pattern of cylinder 1
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1
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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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14 days
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