Sample Record for 2017-03-15-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209537 DEA: 07295704 EFIS: 0713000025
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R0.0/20.5
Work Description: REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location Description: LOS ANGELES COUNTY FROM ORANGE COUNTY LINE TO ROUTE 10/605 SEPARATION
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 KAISER AVENUE, IRVINE CA 92614
Resident Engineer: Mike Wang Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-03-15-8
TL Number from the TL Form: L96-372-001
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: 03/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2017
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: 930-01
Structure unique identifier: ROUTE 10 605 SEPARATION
Structure name: CASTING BED B2C PAVEMENT PANELS
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: RRM14062
The truck number from where the sample was collected: 15
The batch plant ticket number from where the sample was collected: 2697709
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.: B2C INDIVIDUAL PRECAST SALB REPLACEMENT
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2017-03-15-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/29/2017
Date Tested: 03/29/2017
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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Capped in accordance with?
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ASTM C617/CTM521
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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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6.02 in
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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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28.46 in^2
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Compressive strength (to nearest 10 psi)
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5650 psi
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Maximum load on cylinder 1
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156110 lb
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Maximum load on cylinder 2
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164190 lb
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Compressive strength of cylinder 1
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5522.1 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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5769.1 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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14 days
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Age of specimen in hours
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no data
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