Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213396 DEA: 060Q1804 EFIS: 0613000145
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R94.2
Work Description: TO INSTALL BRIDGE RAILING AND MIDWEST GUARDRAIL SYSTEM.
Location Description: KERN COUNTY IN TEHACHAPI AT SUMMIT OVERHEAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Rd., Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo
DIME Sample ID: 2019-09-19-6
TL Number from the TL Form: 2
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: 09/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2019
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: 995-2
Structure unique identifier:
Structure name: bridge barrier
The fabricator/manufacturer/facility name: HOLIDAY ROCK
The concrete mix design number: 3H40G003
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 255229
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: granite
A detailed description of where the material sample was collected: 12 CY
Where the material sample would have been placed if not sampled: bridge barrier
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-09-19-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/21/2019
Date Tested: 10/16/2019
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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5000 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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5240.0 psi
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Compressive strength of cylinder 2
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4757.5 psi
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Maximum load on cylinder 1
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148660 lb
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Maximum load on cylinder 2
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134970 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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2
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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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1
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Age of specimen
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27 days
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