Sample Record for 2024-01-24-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995004 DEA: 060U0004 EFIS: 0615000296
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KER-33,58-70.6/76.0,27.8
Work Description: BRIDGE PREVENTIVE MAINTENANCE.
Location Description: FRESNO AND KERN COUNTIES IN FIREBAUGH ON ROUTE 33 FROM POSO CANAL BRIDGE TO COLONY MAIN CANAL BRIDGE AND NEAR MCKITTRICK ON ROUTE 58 AT MAIN DRAIN CANAL BRIDGE
Contractor Name: BUGLER CONSTRUCTION, INC.
Contractor Address: 4847 Hopyard Rd Ste 4-395, Pleasanton, CA 94588
Resident Engineer: Tyler Street Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-01-24-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 01/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2024
The quantity of what the sample constitutes: Three 4x8 cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ?
Material Information
The concrete mix design number: 85T3G49
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 0000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: poso canal
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2024-01-24-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2024
Date Tested: 02/21/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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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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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3.99 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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12.5 in^2
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Compressive strength (to nearest 10 psi)
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8270 psi
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Maximum load on cylinder 1
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103560 lb
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Maximum load on cylinder 2
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105740 lb
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Maximum load on cylinder 3
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102080 lb
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Compressive strength of cylinder 1
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8238.7 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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8412.1 psi
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Compressive strength of cylinder 3
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8166.4 psi
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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2
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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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