Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002077 DEA: 033H5904 EFIS: 0318000017
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-R26.3/R55.2
Work Description:
Location Description:
Contractor Name: Flatiron Dragados/Teichert
Contractor Address: 555 S Auburn St, Colfax, CA 95713
Resident Engineer: John Ruzic Structure Rep.: Carl Anderson
DIME Sample ID: 2026-08-31-39
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Precast Concrete
Sample Taken Date: 08/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2026
The quantity of what the sample constitutes: 30 CY
A brief description of the sample: set of three 4x8 cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
The concrete mix design number: S_95T25SOL_AEA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7852
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Sample from Wheelbarrow
Where the material sample would have been placed if not sampled: BC1.1
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-08-31-39-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/28/2026
Date Tested: 09/28/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
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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Apparent mass of submerged cylinder 1
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5.4018 lb
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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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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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12.5 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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10300 psi
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Maximum load on cylinder 1
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128390 lb
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Maximum load on cylinder 2
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129870 lb
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Maximum load on cylinder 3
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129330 lb
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Compressive strength of cylinder 1
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10270.0 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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10330.0 psi
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Compressive strength of cylinder 3
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10290 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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Serial number of delivery ticket, if available
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no data
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