Sample Record for 2016-05-19-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210737 DEA: 073X7114 EFIS: 0715000132
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,126-R7.4/R8.1
Work Description: REALIGN RAMPS, WIDEN BRIDGE, AND REPLACE RAMPS PAVEMENT.
Location Description: IN LA COUNTY, IN CITY OF MONTEBELLOAT PARAMOUNT BOULEVARD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave., Fontana, CA 92335
Resident Engineer: Ragy Samy Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2016-05-19-4
TL Number from the TL Form: 111835
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: 05/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2016
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: 929-35
Structure unique identifier: ROUTE 60
Structure name: 60 PARAMOUNT WB ON RAMP
The fabricator/manufacturer/facility name: NATIONAL READY MIX
Material Information
The concrete mix design number: S72500
The truck number from where the sample was collected: 476
The batch plant ticket number from where the sample was collected: 11835
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
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: 2016-05-19-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/16/2016
Date Tested: 06/16/2016
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: (909) 829-3029
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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4450 psi
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Maximum load on cylinder 1
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129160 lb
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Maximum load on cylinder 2
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120740 lb
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Compressive strength of cylinder 1
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4,598.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4,298.3 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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1.00
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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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28 days
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Age of specimen in hours
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no data
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