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Sample Record for 2024-02-16-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2024-02-16-5
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: 02/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2024
The quantity of what the sample constitutes: Piles W1 61,65,67,69,71 & W2 2,4,6,9,12
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

Material Information

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: 85443
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.:

Test Results

Test 1 of 1

DIME Test ID: 2024-02-16-5-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/15/2024
Date Tested: 03/15/2024
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:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 5100 psi
Maximum load on cylinder 1 62920 lb
Maximum load on cylinder 2 64820 lb
Maximum load on cylinder 3 64610 lb
Compressive strength of cylinder 1 5005.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5156.7 psi
Compressive strength of cylinder 3 5140 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours no data0 hours