Sample Record for 2014-07-02-8308352
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209141 DEA: 07215954 EFIS: 0700001835
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Thang Ton Structure Rep.: Amare Tsagie
Sample Information
DIME Sample ID: 2014-07-02-8308352
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Sample Organization Contact: (562) 500-5861
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/02/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: structural concrete
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Rialto
Material Information
The concrete mix design number: dfdfgd
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 12345677
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: The hopper of the concrete pump
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2014-07-02-8308352-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 07/02/2014
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
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2
|
Test performed
|
With no density determined
|
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 C617/CTM521
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Compressive strength (to nearest 10 psi)
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12230 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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Compressive strength of cylinder 1
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8295.0 psi
|
Compressive strength of cylinder 2
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16158.1 psi
|
Maximum load on cylinder 1
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234500 lb
|
Maximum load on cylinder 2
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456789 lb
|
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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4
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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
|
Age of specimen
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28 days
|