Sample Record for 2016-08-09-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210244 DEA: 05492804 EFIS: 0500000576
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-64.0/R66.9
Work Description: CONSTRUCT BRIDGES AND REALIGN TWO LANE HIGHWAY.
Location Description: SAN LUIS OBISPO COUNTY ABOUT 9 MILES NORTH OF SAN SIMEON FROM PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: PO BOX 2210, PISMO BEACH, CA 93448
Resident Engineer: Rick Silva Structure Rep.: Juan Moreno
Sample Information
DIME Sample ID: 2016-08-09-7
TL Number from the TL Form: 005
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2016
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: 941
Structure unique identifier: NP
Structure name: NP
The fabricator/manufacturer/facility name: OLDCASTEL PRECAST
Material Information
The concrete mix design number: UV 273
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 53423
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: CASTING BED A2 G12 3
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2016-08-09-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/17/2016
Date Tested: 08/16/2016
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
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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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 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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8530 psi
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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8593.9 psi
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Compressive strength of cylinder 2
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8458.9 psi
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Maximum load on cylinder 1
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243810 lb
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Maximum load on cylinder 2
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239980 lb
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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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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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