HomeMy WebLinkAboutStructural Steel Inspection Report 02.11.2015THUNDER MOUNTAIN TESTING
2970 N. Ronlin Avenue / Grand Junction, Colorado 81504
Office (970) 256-9965 / Cell (970) 210-7008 / Fax (970) 314-7067
E -Mail: kxkid39@aol.com
TPI Industrial Inc.
2471 River Road #A
Grand Junction, CO 81505
ATTN: Mr. Mike Drake
RE: WPX Energy
Pad Site: WPX KP 13 - 17
Parachute, CO
*Field Inspection
Dear Mr. Drake,
February 11, 2015
Job: # 7053
Project: WPX - Kokopelli #2
Permit: # BLCO — 10 14 3422
As requested, structural steel inspection was conducted per the IBC 2012 Edition -
Chapter 17: Structural Tests and Special Inspection and Garfield County requirements. I cd
on site at 9:00 AM. I met with Mr. Mike Ballew with TPI Industrial Inc. to review project
requirements and job specifications. The steel erector for the project is TPI Industrial.
Visual inspection was conducted at the Lower Roof f=raming Plan level on the 5/8",
j/4", and 7/8" ASTM A325 high strength structural bolted beam to beam and beam to column
connections at grid lines A - B & 1 - 3 of the approved job site drawings provided by B&C Steel
dated 10,4/2014. Project requirements indicate "turn of the nut" tension requirements. As a
minimum, 10% of all bolts, but not less than 2 bolts per connection were inspected for periodic
inspection requirements. All ASTM A325 High Strength structural bolts inspected were
observed to be adequately tensioned to project bolt tension requirements.
Respectfully Submitted,
Aaron M. Stanfill
AWS CWI #13090151
Thunder Mountain Testing
/loan M S
CW1 13090151
0C1EXP 9111141%
Rev fd by,
Scot L. Max 11
AWS CW1 #91040201
ICC Certified 40863569-S1 & S2
ASNT NDT Level III #30242
Thunder Mountain Testing
Scott L Maxwell
CW1 91040201
OC1 EXP 4/1/2015