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: 2024-01-12-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 01/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2024
The quantity of what the sample constitutes: 32
A brief description of the sample: HSR Wet Hole Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 06-1G3304
Structure name: Soldier Pile Wall
The fabricator/manufacturer/facility name: Outback Materials
The concrete mix design number: 40F5G07
The truck number from where the sample was collected: 111
The batch plant ticket number from where the sample was collected: 152700
Concrete batch plant: Outback Materials
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from the truck
Where the material sample would have been placed if not sampled: Soldier pile #6
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-01-12-19-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/09/2024
Date Tested: 01/12/2024
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:
Additional Comments When Verified:
DIME Test ID: 2024-01-12-19-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/16/2024
Date Tested: 02/09/2024
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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4.00 in
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Average diameter of cylinder 3
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3.99 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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12.5 in^2
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Compressive strength (to nearest 10 psi)
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6950 psi
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Maximum load on cylinder 1
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88080 lb
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Maximum load on cylinder 2
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85780 lb
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Maximum load on cylinder 3
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87680 lb
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Compressive strength of cylinder 1
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7007.2 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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6824.2 psi
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Compressive strength of cylinder 3
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7014.4 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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