Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994309 DEA: 033H5404 EFIS: 0318000012
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci
DIME Sample ID: 2024-01-12-2
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3667 - Chico
Sample Organization Contact: (530) 713-7871
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2024
The quantity of what the sample constitutes: Wall 1 Piles 24,26,28
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Shasta Redi-Mix, Redding, CA
The concrete mix design number: CT-675SLA50
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 84677
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-01-12-2-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/09/2024
Date Tested: 02/09/2024
Submitted By Organization: CT D03 - Chico Field Laboratory
Organization Address: 2707 Notre Dame Boulevard,
Organization City: Chico
Organization State: CA
Organization Zipcode: 95928
Organization Email: bmckeehan@ghirardelliassoc.com
Organization Phone: (916) 799-4305
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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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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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5560 psi
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Maximum load on cylinder 1
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70840 lb
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Maximum load on cylinder 2
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68070 lb
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Maximum load on cylinder 3
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70660 lb
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Compressive strength of cylinder 1
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5635.6 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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5415.3 psi
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Compressive strength of cylinder 3
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5621.3 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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