Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994978 DEA: 09379504 EFIS: 0919000009
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-5709-
Work Description: CONSTRUCT BUILDING AND PLACE HMA.
Location Description: INYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET
Contractor Name: FEC FUTURE CONTRACTORS AND ENGINEERS INC
Contractor Address: 184 Technology Drive, Irvine, CA 92618
Resident Engineer: George Elzawy Structure Rep.: Derek Armon
DIME Sample ID: 2024-12-16-13
TL Number from the TL Form: 4551
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 12/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/18/2024
The quantity of what the sample constitutes: 250 cy
A brief description of the sample: 6 PCC Cylinders 4x8
From where was the sample collected: Job Site
Laboratory sample identification: PCC-01
Structure unique identifier:
Structure name: Water Tank Footings
The fabricator/manufacturer/facility name: 7-11 Bishop Plant
The concrete mix design number: 718412A
The truck number from where the sample was collected: 89393
The batch plant ticket number from where the sample was collected: Load 2
Concrete batch plant: Plant 9
The fabricator/manufacturer designation for the sample: 7-11
A detailed description of where the material sample was collected: Taken off of the Discharge Chute
Where the material sample would have been placed if not sampled: Water Tank Footing
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-12-16-13-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 01/21/2025
Date Tested: 01/21/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PCC-01
Test Result Compliance: complies
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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3
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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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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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4180 psi
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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4135.2 psi
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Compressive strength of cylinder 2
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4165.5 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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4237.1 psi
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Maximum load on cylinder 1
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51980 lb
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Maximum load on cylinder 2
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52360 lb
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Maximum load on cylinder 3
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53260 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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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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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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