Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001360 DEA: 09374804 EFIS: 0918000020
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-115.0
Work Description: BUILDING WORK AND PLACE HMA (TYPE A).
Location Description: INYO COUNTY IN BISHOP AT THE DISTRICT OFFICE AT 500 SOUTH MAIN STREET
Contractor Name: BOWE CONTRACTORS INC.
Contractor Address: 609 Bailey Ct, Tehachapi, CA 93561
Resident Engineer: David Carruba Structure Rep.: Mulugheta Belay
DIME Sample ID: 2026-05-01-65
TL Number from the TL Form: 5308
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: 05/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2026
The quantity of what the sample constitutes: 50 cy
A brief description of the sample: 4x8 PCC Cylinders x6
From where was the sample collected: Job Site
Laboratory sample identification: PCC-001
Structure unique identifier:
Structure name: South Retaining Wall
The fabricator/manufacturer/facility name: 7/11 Materials
The concrete mix design number: 718216A6
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: 5 cy into pour
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-01-65-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/03/2026
Date Tested: 06/01/2026
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: S. Retaining Wall
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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3850 psi
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Maximum load on cylinder 1
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48860 lb
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Maximum load on cylinder 2
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47590 lb
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Maximum load on cylinder 3
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48010 lb
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Compressive strength of cylinder 1
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3908.8 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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3807.2 psi
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Compressive strength of cylinder 3
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3840.8 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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31 days
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Age of specimen in hours
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no data0 hours
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