Sample Record for 2026-04-22-44
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001824 DEA: 061J3104 EFIS: 0626000064
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-204-5.9/5.9
Work Description: Calloway Canal bridge repair at Bridge No. 50 0209
Location Description: Replacement of existing barrier rail and sidewalk on WB direction, demo and reconstruct overhang, remove existing AC overlay (2-ft wide from curb), strengthen deck with carbon fiber reinforced polymer bar, place AC overlay, and install new barrier rail.
Contractor Name: Bugler Construction (Kevin Hoffert)
Contractor Address: 4847 Hopyard Rd, Suite 4 #395, Pleasanton, CA 94588
Resident Engineer: Vanessa Valdez Structure Rep.: Vicente Sanchez
Sample Information
DIME Sample ID: 2026-04-22-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 04/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2026
The quantity of what the sample constitutes: 12 concrete cylinders
A brief description of the sample: concrete from the bridge deck
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Golden Empire - Bakersfield
Material Information
The concrete mix design number: ND25511
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1101367
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-04-22-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/29/2026
Date Tested: 04/29/2026
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:
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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3460 psi
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Maximum load on cylinder 1
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40690 lb
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Maximum load on cylinder 2
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46590 lb
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Maximum load on cylinder 3
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43050 lb
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Compressive strength of cylinder 1
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3237.1 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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3706.4 psi
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Compressive strength of cylinder 3
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3424.8 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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7 days
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Age of specimen in hours
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no data0 hours
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