Sample Record for 2026-02-05-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000541 DEA: 09374704 EFIS: 0918000019
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-168,395-17.6/18.3,114.9/117.8
Work Description: HMA (TYPE A), MINOR CONCRETE, AND LIGHTING.
Location Description: INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Matthew Gonzalez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-02-05-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2026
The quantity of what the sample constitutes: 4(6x12 cylinders
A brief description of the sample: Head wall Bishop Pavement B-1 drainage
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name: B-1 drainage headwall
The fabricator/manufacturer/facility name: 7-11 Materials Bishop
Material Information
The concrete mix design number: 851456A6
The truck number from where the sample was collected: 83993
The batch plant ticket number from where the sample was collected: 956723
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From truck at b-1 drainage
Where the material sample would have been placed if not sampled: Headwall
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-02-05-15-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/05/2026
Date Tested: 03/05/2026
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-005 28 Day Breaks
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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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 - Sulfur Mortar Cap
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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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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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Compressive strength (to nearest 10 psi)
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4210 psi
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Maximum load on cylinder 1
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117510 lb
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Maximum load on cylinder 2
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121630 lb
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Compressive strength of cylinder 1
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4142.1 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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4287.3 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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1
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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 data0 hours
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