Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-30.7/33.4
Work Description: Project Name: HUM-299 Curve Improvement
Location Description: HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Ethan Retherford Structure Rep.: Laura Cangas
DIME Sample ID: 2024-07-02-81
TL Number from the TL Form:
Sample Submitted By Organization: Universal Precast Concrete - Redding
Sample Organization Contact: (530) 243-6477
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: 4.00cy
A brief description of the sample: 12 4x8 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Folsom Ready Mix
The concrete mix design number: Z82V0Q6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1771
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-07-02-81-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/16/2024
Date Tested: 07/02/2024
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-07-02-81-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/16/2024
Date Tested: 07/02/2024
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-07-02-81-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 07/16/2024
Date Tested: 07/02/2024
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-07-02-81-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/30/2024
Date Tested: 07/30/2024
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
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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no data
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Apparent mass of submerged cylinder 1
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8.5 lb
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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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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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4720 psi
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Maximum load on cylinder 1
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56940 lb
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Maximum load on cylinder 2
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63980 lb
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Maximum load on cylinder 3
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58200 lb
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Type of fracture pattern of cylinder 1
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3
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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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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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no data0 hours
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Serial number of delivery ticket, if available
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no data
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