Sample Record for 2026-01-28-46
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: John Gentry Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-01-28-46
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: 01/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2026
The quantity of what the sample constitutes: 8 Yards
A brief description of the sample: 6 PCC 4x8 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Drainage Structure
The fabricator/manufacturer/facility name: 7/11 PCC
Material Information
The concrete mix design number: 00000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 00
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: First 1/4 of the Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2026-01-28-46-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/26/2026
Date Tested: 02/26/2026
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-002
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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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Average diameter of cylinder 3
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4.00 in
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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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Compressive strength (to nearest 10 psi)
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4140 psi
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Maximum load on cylinder 1
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50270 lb
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Maximum load on cylinder 2
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53600 lb
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Maximum load on cylinder 3
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52190 lb
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Compressive strength of cylinder 1
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3999.2 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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4264.1 psi
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Compressive strength of cylinder 3
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4151.9 psi
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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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29 days
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Age of specimen in hours
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no data0 hours
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