Sample Record for 2025-01-28-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000805 DEA: 061G0904 EFIS: 0623000237
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R28.2
Work Description: Fre 41 Santa Ana Pump Replace. Remove existing pump, install temporary pump, and replace pump and associated appurtenances.
Location Description: Fresno County along Route 41 near PM R28.2 at Pump Plant between Shaw Ave and Santa Ana Ave.
Contractor Name: KOCH & KOCH, INC. PM: Ric Eli
Contractor Address: 13084 John Bauer Avenue, Grass Valley, CA 95945
Resident Engineer: Martin Garcia Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-01-28-8
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: 01/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2025
The quantity of what the sample constitutes: 5cy
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Outback Materials
Material Information
The concrete mix design number: 80T3G36
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 176074
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.:
Test Results
Test 1 of 1
DIME Test ID: 2025-01-28-8-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/03/2025
Date Tested: 02/03/2025
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 strenght 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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5100 psi
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Maximum load on cylinder 1
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63220 lb
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Maximum load on cylinder 2
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67440 lb
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Maximum load on cylinder 3
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61640 lb
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Compressive strength of cylinder 1
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5029.4 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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5365.2 psi
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Compressive strength of cylinder 3
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4903.7 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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5
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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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6 days
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Age of specimen in hours
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no data0 hours
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