HomeMy WebLinkAboutsteel inspection - revised steel beam (2).pdf Client: Dave Hilb
Ranch Creek Land and Development
GROUND 54
POBox I CO 801658
ENGINEERING
1709 Geneva Drive
Report Date: Aug 10,2018 Work Order No.: 18-6545.StructuralSteel(Field).0002;ver: 1
Work Order Date: Aug 9,2018 Reviewed by: Austin Nicodemus
Structural Steel
General Contractor: Ranch Creek Performed by: Barry Bowland
Steel Erector/Fabricator: Edward()Lozano Structure Type: Building-Steel
Placement Location: Grid line 10 Beam Alteration.
Summary Comments: As directed by Dave Hilb with Ranch Creek.
Visual Special Inspections
Building-Steel, Connection Types: Beam to ColumnIHSS to Plate
Other Connection Types: Plate to Beam
Connection Comments: Ground inspected the welding and bolting at the grid line 10 beam alteration,and found the work to be in
general conformance with project plans AWS D1.1 2015 Clause 6,Table 6.1,and RCSC 2014 Section 9.2.3.
Ground received an email from the EOR dated 7/27/2018 accepting the as built condition of Discrepancy#1.
This item is now closed.
Visual Non-Compliance
On-Site Notifications
Name Company
Dave Hilb Ranch Creek Land and Development
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced,except in full,without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
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