Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209795 DEA: 08383504 EFIS: 0800000638
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-63.0
Work Description: REPLACE HURKEY CREEK BRIDGE
Location Description: RIVERSIDE COUNTY NEAR IDYLLWILD AT HURKEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 440 SOUTH MELROSE DRIVE 200 , VISTA CA 92081
Resident Engineer: Max Quach Structure Rep.: Shukri Abouazra
DIME Sample ID: 2015-11-24-8
TL Number from the TL Form: 002
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: 11/24/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2015
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: 918-02
Structure unique identifier: hurkey bridge
Structure name: abutment 2 footing
The fabricator/manufacturer/facility name: np
The concrete mix design number: RRM09014
The truck number from where the sample was collected: 1772
The batch plant ticket number from where the sample was collected: 14398943
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: chute
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-11-24-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/22/2015
Date Tested: 12/22/2015
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:
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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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5.97 in
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Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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4110 psi
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Maximum load on cylinder 1
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114490 lb
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Maximum load on cylinder 2
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115370 lb
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Compressive strength of cylinder 1
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4090.4 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4121.8 psi
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Type of fracture pattern of cylinder 2
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1
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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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28 days
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Age of specimen in hours
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no data
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