Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000682 DEA: 09379104 EFIS: 0919000005
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-91.6/100.8
Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.
Contractor Address: P.O. Box 70846, Reno, N V, 89570
Resident Engineer: Adam Zumstein Structure Rep.: Unknown
DIME Sample ID: 2026-04-28-56
TL Number from the TL Form: 5307
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: 04/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2026
The quantity of what the sample constitutes: 20 Yards
A brief description of the sample: 4x8 PCC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: PCC-002
Structure unique identifier:
Structure name: Light Standards
The fabricator/manufacturer/facility name: 7/11 Materials Bishop
The concrete mix design number: 8515456A6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: First Portion of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-04-28-56-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/26/2026
Date Tested: 05/26/2026
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:
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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3.99 in
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Average diameter of cylinder 2
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3.99 in
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
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12.5 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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4320 psi
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Maximum load on cylinder 1
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54610 lb
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Maximum load on cylinder 2
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54080 lb
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Maximum load on cylinder 3
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53240 lb
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Compressive strength of cylinder 1
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4368.8 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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4326.4 psi
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Compressive strength of cylinder 3
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4259.2 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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28 days
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Age of specimen in hours
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no data0 hours
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