HomeMy WebLinkAboutWELD TEST 2 - 18-00187 - 819 S Yellowstone Hwy - Taylor Chevrolet - RemodelProject Name:
Project Number:
Client:
Contractor:Date:
Weather:
Time start:
Temperature:
Time End:
Concrete Reinforcement
Concrete Placment
Epoxy Bolt/ Anchors
Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing
Masonry Grout Placement
High Strength Grout
Earthwork Inspection
Welding
High Strength Bolting
Cold Weather Concrete
Roads/ Utilities
Other
Daily Field Diary
Observations, Items, and Locations
Deficiencies:
Inspector Signature:Certification #:
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°F
Description: Description: Description:
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Taylor Chevrolet Addition
18014
Taylor Chevrolet
Manufab 8/16/18
Clear
1:00 PM
85
5:00 PM
I arrived on site and began my observations of the welding for the new addition. I began by observing the
welds for the vertical welds on the six columns. I observed that the vertical welds appeared to be sound
and had good penetration to the material below. I observed that the welds were free from porosity and
inclusions on the surface of the welds. I also observed that the contractor was finishing up with welding the
bridging on the joists. I then went onto the roof to observe the welds on the decking to the joists. I observed
that the contractor had only welded the long ends of the decking. I double checked the project documents
and observed that the plans called for a 36/7 puddle weld schedule. I notified the contractor that they were
missing welds in the field of each of the deck panels and that the seams needed to be button punched and
that the welds along the edges needed to be 6" OC. I notified the contractor of these things and to call
when they are completed.
Digitally signed by Jacob Christensen Date: 2018.08.22 16:03:16 -06'00'
8129697
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