Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000829 DEA: 061H6104 EFIS: 0625000083
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-22.74
Work Description:
Location Description:
Contractor Name: MCM Construction, Inc.
Contractor Address: PO Box 620, North Highlands, CA 95660
Resident Engineer: Unknown Structure Rep.: Luis Guzman
DIME Sample ID: 2025-01-23-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2025
The quantity of what the sample constitutes: 22 CY
A brief description of the sample: Type II Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 46-059R
Structure name: Concrete footing
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: 2804HF
The truck number from where the sample was collected: 3134
The batch plant ticket number from where the sample was collected: 222138
Concrete batch plant: Tulare Plant
The fabricator/manufacturer designation for the sample: Calportland
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: Footing
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-01-23-12-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/20/2025
Date Tested: 02/20/2025
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: Required strengh 3600 psi @ 28 days
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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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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4880 psi
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Maximum load on cylinder 1
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63050 lb
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Maximum load on cylinder 2
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62070 lb
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Maximum load on cylinder 3
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58930 lb
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Compressive strength of cylinder 1
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5015.9 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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4937.9 psi
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Compressive strength of cylinder 3
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4688.1 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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