HomeMy WebLinkAboutFINAL INSPECTION/TESTING REPORT - 21-00216 - Valley Agronomics - Maintenance Shop1774 Precision East Drive Idaho Falls, ID 83402 (208) 529-8242 Fax (208) 529-6911
oneatlas.com
Brian Christensen Phone: (208) 529-3577
Steel Design Fax:
PO Box 50308 Other: E-REPORTS ONLY
Idaho Falls, ID 83405
Project: Valley AG, 2223 S Yellowstone Hwy
Rexburg ID
Permit #:
Project Manager: Derrick Fontes
File #: E212922c
INSPECTION/TESTING REPORT
Our representative(s) performed work on the above referenced project. Attached you will find the
corresponding inspection and/or test reports. Please refer to the attached reports for details and locations of
our testing and inspection services.
If there are questions concerning the attachment(s), please contact the project manager at (208) 529-8242.
Respectfully submitted,
Atlas Technical Consultants, LLC
cc: Josh Scott;
Attachments:
7/8/2022
Page 1 of 2
rpt005swe
www.oneatlas.com
HIGH STRENGTH BOLTING REPORT
Rev. Sept 29, 2020
Date:__________________ File #:_________________________ Project Name:_____________________________________
Contractor:_______________________________________________ Permit #:__________________________________________
Inspector:________________________________________________ Weather:_________________________________________
Project Specifications
Snug Tight only
Full Tension/Slip Critical
Turn-of-the-Nut method
Calibrated Wrench method
Direct Tension Indicators
Load-Indicating Washers
Twist-O-Bolts (”Lejune” bolts)
Bolt Type
ASTM A-325
ASTM A-490
Other (specify): __________________________
Bolt Size
Diameter: ____________Length: ______________
Diameter: ____________Length: ______________
Diameter: ____________Length: ______________
Washer Specifications
Hardened washers
Plate washers
None required
General Conditions
Faying surfaces free from paint, oil, etc.
Visually monitored turn-of-the-nut method
Skidmore-Wilhelm tension measuring device
Applied Inspection torque of
_____________ft/lbs to ______________ diameter bolts
_____________ft/lbs to ______________ diameter bolts
Visually inspected twist-o bolts
Washers at slotted holes under turned element
Inspected load-indicating washers with feeler gauge to:
0.015”
0.005”
Other: ___________
or 10% of all bolts
Location(s):
Reference Drawing Sheet and Detail, and Approved RFI: ____________________________________________________________
Work Inspected was: in compliance except as noted reinspection/retesting required
Remarks:
NOTICE: Our firm’s professionals are represented on site solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those
opinions to our client. The presence and activities of our field representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may
rely on our findings and opinions. The contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction.
This Report is Preliminary.
observation was performed. Observations and/or conclusions and/or
shall take precedence over those indicated in a preliminary report.
This Report is Final.
conclusions drawn from this report should be discussed with and
evaluated by the professional involved.
Inspector: _________________________________________ Date: ________________
Note: The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a felony under Federal Statute.
Reviewed by: ______________________________________Date: ________________
Contractor Initials: ____________
7/6/2022 E212922c Valley AG
Steel Design LLC 21-00216
Aren Larsen Sunny
4
4
1"
3/4"
1/2"
4
4
4
Grid lines 1-6 and A-C
C1-C3 Notes 1-2
4
Arrived at 11:30 reporting to Josh Scott.
No notable exceptions were found.
7/6/2022
4
7/8/2022