Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001669 DEA: 09379004 EFIS: 0919000004
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R65.0/76.0
Work Description: FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS.
Location Description: INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE
Contractor Name: ROAD AND HIGHWAY BUILDERS LLC
Contractor Address: 950 E MUSTANG RD, SPARKS NV 89434
Resident Engineer: Garrett Rottner Structure Rep.: Unknown
DIME Sample ID: 2026-08-20-77
TL Number from the TL Form:
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: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2026
The quantity of what the sample constitutes: 9.5 Cubic Yards
A brief description of the sample: 6.28 Sk / 1" Concrete Mix
From where was the sample collected: Job Site
Laboratory sample identification: Concrete 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 7-11 Materials Bishop
The concrete mix design number: 628225A6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 982142
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Drilled Pile Foundations - Pedestrian
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-08-20-77-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/22/2026
Date Tested: 09/18/2026
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: PED Light Poles at Post Office
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 C617 - Sulfur Mortar Cap
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Apparent mass of submerged cylinder 1
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4 lb
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Average diameter of cylinder 3
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Cross sectional area of cylinder 3
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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3700 psi
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Maximum load on cylinder 1
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105690 lb
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Maximum load on cylinder 2
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103840 lb
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Maximum load on cylinder 3
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104500 lb
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Compressive strength of cylinder 1
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3740.0 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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3670.0 psi
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Compressive strength of cylinder 3
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3700 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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Serial number of delivery ticket, if available
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no data
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