Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
DIME Sample ID: 2022-11-09-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2022
The quantity of what the sample constitutes: 90 Cy
A brief description of the sample: 4 x 8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C10256
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: CT675F25
The truck number from where the sample was collected: 8
The batch plant ticket number from where the sample was collected: 6947
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-11-09-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/09/2022
Date Tested: 12/06/2022
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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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1
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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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Average diameter of cylinder 1
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4.00 in
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Compressive strength of cylinder (to nearest 10 psi)
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12930 psi
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Maximum load on cylinder 1
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162500 lb
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Type of fracture pattern of cylinder 1
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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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Age of specimen
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26 days
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Age of specimen in hours
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0 hours
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