Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215788 DEA: 101C7904 EFIS: 1016000046
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-0.4
Work Description: BUILDING WORK.
Location Description: MERCED COUNTY 0.4 MILE NORTH OF THE FRESNO COUNTY LINE AT THE JOHN "CHUCK" ERRECA SAFETY ROADSIDE REST AREA
Contractor Name: Walsh Construction Company II, LLC (Walsh) - Bryce Frederick
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Zubair Anwar Structure Rep.: Ramandeep "Raman" Guraya
DIME Sample ID: 2022-11-11-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2022
The quantity of what the sample constitutes: Unknown
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: Unknown
The concrete mix design number: S193
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-11-11-17-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/13/2022
Date Tested: 12/09/2022
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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 C617 - Sulfur Mortar 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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5090 psi
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Maximum load on cylinder 1
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62500 lb
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Maximum load on cylinder 2
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61420 lb
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Maximum load on cylinder 3
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67910 lb
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Compressive strength of cylinder 1
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4972.2 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4886.2 psi
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Compressive strength of cylinder 3
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5402.5 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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0 hours
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