HomeMy WebLinkAboutBOLTING TEST INSPECTION - 19-00686 - 1110 Golden Beauty Dr - Wilcox AdditonIdaho | Montana | Nevada | Oregon | Utah | Washington | Wyoming
mti@mti-id.com • www.mti-id.com
Environmental Services Geotechnical Engineering Construction Materials Testing Special Inspections
MATERIALS
TESTING &
INSPECTION
HIGH STRENGTH BOLTING REPORT
Rev. May 2016
Date: __________________ MTI 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-Off-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 ush and in full contact
Faying surfaces free from paint, oil, etc.
Visually monitored turn-of-the-nut method
Veried installation equipment and bolts using
Skidmore-Wilhelm tension measuring device
Applied Inspection torque of
_____________ft/lbs to ______________ diameter bolts
_____________ft/lbs to ______________ diameter bolts
Visually inspected twist-off bolts
Washers at slotted holes under turned element
Inspected load-indicating washers with feeler gauge to:
0.015”
0.005”
Other: ___________
Veried a minimum of 2 bolts per connection
or 10% of all bolts
Other (specifiy): ________________________________
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.
A preliminary report is provided solely as evidence that eld
observation was performed. Observations and/or conclusions and/or
recommendations conveyed in the nal report may vary from and
shall take precedence over those indicated in a preliminary report.
This Report is Final.
A nal report is an instrument of professional service. Any
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: ____________
1/9/2020 E200005c Wilcox Fresh Warehouse
Teton West
Josh Clark Snowy
✔
✔
3/4 varied
✔
✔
✔
whole building
✔
1/9/2020
✔