Sample Record for 2024-12-09-67
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995447 DEA: 060X2604 EFIS: 0618000045
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-198-1.6/43.9
Work Description: REMOVE, INSTALL, AND REPAIR DRAINAGE FACILITIES.
Location Description: TULARE COUNTY IN AND NEAR VISALIA AT VARIOUS LOCATIONS FROM 1.6 MILES EAST OF KINGS COUNTY LINE TO 0.2 MILE WEST OF SEQUOIA NATIONAL PARK BOUNDARY
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Pl., Fresno, CA 93725
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-12-09-67
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2024
The quantity of what the sample constitutes: Concrete Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 56
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Given
Material Information
The concrete mix design number: 175457
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Given
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: QC Supplied
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: 2024-12-09-67-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/07/2025
Date Tested: 01/06/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
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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5250 psi
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Maximum load on cylinder 1
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66269 lb
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Maximum load on cylinder 2
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66177 lb
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Maximum load on cylinder 3
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65507 lb
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Compressive strength of cylinder 1
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5272.0 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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5264.7 psi
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Compressive strength of cylinder 3
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5211.4 psi
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Type of fracture pattern of cylinder 2
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2
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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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