Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993284 DEA: 060U7704 EFIS: 0616000035
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-22.3
Work Description: INSTALL WATER/WASTEWATER SYSTEMS AND LANDSCAPE WORK.
Location Description: TULARE COUNTY 3 MILES NORTH OF TIPTON AT THE PHILIP S RAINE SAFETY ROADSIDE REST AREA
Contractor Name: TSI ENGINEERING, INC
Contractor Address: 4600 Roseville Road, Suite140, North Highland, CA 95660
Resident Engineer: Michael Garrett Structure Rep.: Lou Melendez
DIME Sample ID: 2023-05-09-99
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: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2023
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Provided
The concrete mix design number: NOT PROVIDED TL -502
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NOT PROVIDED
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.:
DIME Test ID: 2023-05-09-99-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/23/2023
Date Tested: 05/23/2023
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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2
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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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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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3520 psi
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Maximum load on cylinder 1
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96990 lb
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Maximum load on cylinder 2
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102040 lb
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Compressive strength of cylinder 1
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3430.8 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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3609.5 psi
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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13 days
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Age of specimen in hours
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0 hours
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