Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995263 DEA: 061G3304 EFIS: 0624000029
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-118/138
Work Description: FRE 180 Emergency Slope Repairs.
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
DIME Sample ID: 2024-04-19-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 04/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2024
The quantity of what the sample constitutes: 19 CY
A brief description of the sample: PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 06-1G3304, at PM 126.5
Structure name: Retaining Wall
The fabricator/manufacturer/facility name: Outback Materials, Fresno
The concrete mix design number: 72T1X39
The truck number from where the sample was collected: 111
The batch plant ticket number from where the sample was collected: 158073
Concrete batch plant: Outback Materials
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Truck 111
Where the material sample would have been placed if not sampled: Concrete barrier rail at PM 126.5
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-19-18-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
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
Data has not been verified.
DIME Test ID: 2024-04-19-18-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/20/2024
Date Tested: 05/17/2024
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:
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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3.99 in
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Average diameter of cylinder 3
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4.01 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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12.5 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4630 psi
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Maximum load on cylinder 1
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57390 lb
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Maximum load on cylinder 2
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57170 lb
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Maximum load on cylinder 3
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59920 lb
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Compressive strength of cylinder 1
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4565.6 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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4573.6 psi
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Compressive strength of cylinder 3
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4744.3 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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