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INDEPENDENT TESTING &
INSPECTION SERVICES INC.
12084 VASEEN CT.
CONIFER, COLORADO 80433
303-674-7560
FAX 303-674-7560
Page 1 of 2___
OBSERVATION REPORT
#B180080
This report package contains information concerning specific tests and inspections of
structural steel welding, structural bolting, structural sprayed fireproofing, and/or
nondestructive testing.
The specific criteria utilized in judging the degree of conformance for each area of
inspection are contained on each individual inspection form.
Also included may be ITIS’ “List of Outstanding Discrepancies” (O.D. List). The O.D. List
will be consecutively numbered for each page issued throughout the duration of the
project. Each individual item listed will also be consecutively numbered.
If there are any questions regarding the content of this report, please feel free to contact
ITIS at your convenience.
David L. Sturgeon
President
ICBO Certified Inspector #1138247-85
AWS QC-1 #82122691
Resident Level III
_
Client: Kumar & Associates Job No. 091818 Date: 9/18/18
Project: Chalets at the Lodge at Vail Location: Vail, CO
Inspector: David L. Sturgeon
INDEPENDENT TESTING &
INSPECTION SERVICES INC.
12084 VASEEN CT.
CONIFER, COLORADO 80433
303-674-7560
FAX 303-674-7560
Page 2 of 2___
INITIAL VISUAL INSPECTION OF WELDING
FIELD REPORT FORM
Inspector: David L. Sturgeon Job No. 091818 Date: 9/18/18___
Field Made Welds X Shop Made Welds _______
Type of Welds Inspected: Fillet X Groove _______ Other _______
Type of Component (i.e.: Column, beam girder, moment weld, etc.) As Recorded________
Applicable Code or Standard: AWS__________________________
AREAS OF INSPECTION
LEVEL OR ELEVATION: L-2 B of S2 Flange Plates
GRID LINE LOCATON(S): 2 Line / B – D.5_____________________________
CONDITIONS OF NONCONFORMANCE / INSPECTION RESULTS:
LEVEL OR ELEVATION: L-2 1 of S2 Flange Plates
GRID LINE LOCATION(S): 6 Line / D – E____________________________
CONDITIONS OF NONCONFORMANCE / INSPECTION RESULTS:
LEVEL OR ELVATION: L-4 6 of S4 Header
GRID LINE LOCATION(S): D.1 & 4.5 ( Approximate Grid)_______________________
CONDITIONS OF NONCONFORMANCE / INSPECTION RESULTS:
The bolted and welded header installation was found conforming.
The bottom flange plate welds on the existing W10 x 22 were found conforming.
The bottom flange plate welds on the existing W10 x 45 were found conforming.