Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8127 DEA: 080N5904 EFIS: 0800000533
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang
DIME Sample ID: 2014-01-22-9102
TL Number from the TL Form:
Sample Submitted By Organization: Twining, Incorporated - San Bernardino
Sample Organization Contact: (909) 383-6660
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/22/2014
Date that the sample was received by the laboratory/organization performing the testing: 01/27/2014
The quantity of what the sample constitutes: 4 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade - Oro Grande
The concrete mix design number: SITI72SK
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 81724
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment 1 Bent Cap 2 and 3 Abutment 4
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-01-22-9102-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/21/2014
Date Tested: 02/19/2014
Submitted By Organization: Twining, Incorporated - San Bernardino
Organization Address: 732 East Carnegie Drive, Suite 100,
Organization City: San Bernadino
Organization State: CA
Organization Zipcode: 92408
Organization Email: clucero@twininginc.com
Organization Phone: 9093836660
General Comments for this Test:
Test Result Compliance: comply
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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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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5860 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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5888.3 psi
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Compressive strength of cylinder 2
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5823.1 psi
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Maximum load on cylinder 1
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167050 lb
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Maximum load on cylinder 2
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165200 lb
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Type of fracture pattern of cylinder 1
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4
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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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