HomeMy WebLinkAboutB14-0010 REV4 Special Inspection Summary ������ Client: Mr.Jim Selby
Aspen Wireless
1920 W. Burnley Lane
ENGINEERING CONSULTANTS MapleCity, M149664
Vail Transportation Light Pole Upgrade
Structural Steel Cover Report
Date: �une�2,2014 Location: site JOb NUI71b21': 14-6534
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Chad with Aspen Wireless:
1)GROUND inspected welded connections of plate to existing beam and plate to new beam. A summary below is of the following:
A)It was observed that only one connection was placed on each end of the beam web, rather than the two on each side of the web,
discrepancy item#1.
B)It was observed that plates were used in lieu of 4x4 angle or bent plate. GROUND is requesting clarification from the EOR. Picture#1
attached to the second page of this report,discrepancy item#2.
2)GROUND inspected torched cut beams and found the beams had no Reentrant(radius)corners as perAWS D1.1-10 section 5.16,
gouges greater than allowed per AWS D1.1-10 section 5.15.4.4 and slag not removed.Picture#2 attached to the second page of this report,
discrepancy item#3.
3)in regards to note#2 on page SP-4 and of notes on pages,GROUND was not provided continuous observation while depositing of the
welds,discrepancy item#4.
4)GROUND has received and reviewed Welding Procedure Specification(WPS),Welder Qualification Test Record(WQTR)for Thompson
welding in accordance with AWS D1.1 and a continuity log.
5)It is noted on this date,the welds in place on todays inspection were found in general compliance with AWS D1.1-10 table 6.1;however,
remain non-compliant per discrepancy item#1-4.
Chad was informed of the observations, E-mailed a copy of this report and current discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? � �
No. of Pages Attached: �
Field Representativ�,,,,�s�r���eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
������ Client: Mr.Jim Selby
Aspen Wireless
1920 W. Burnley Lane
ENGINEERING CONSULTANTS MapleCity, M149664
Vail Transportation Light Pole Upgrade
Comments
Date: �une�2,2014 Location: site JOb NUI71bel': 14-6534
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Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
������ Client: Mr.Jim Selby
Aspen Wireless
1920 W. Burnley Lane
ENGINEERING CONSULTANTS MapleCity, M149664
Vail Transportation Light Pole Upgrade
Structural Steel Cover Report
DBte: June 16,2014 Location: Site JOb NUI71b21': 14-6534
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
As directed by Chad with Aspen Wireless:
1)GROUND re-inspected torched cut beams and found the beams to be in general compliance with AWS D1.1-10 clause 5,discrepancy
item#3 is closed on this date.
2)GROUND has received and reviewed Approved stamped Town Of Vail updated detail SP-2 in regards to discrepancy item#1 and#4.
These items closed on this date.
Chad was informed of the observations, E-mailed a copy of this report and current discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? � �
No. of Pages Attached: o
Field Representativ�,,,,�s�r���eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
������ Client: Mr.Jim Selby
Aspen Wireless
1920 W. Burnley Lane
ENGINEERING CONSULTANTS MapleCity, M149664
Vail Transportation Light Pole Upgrade
Structural Steel Cover Report
DBte: June 29,2014 Location: Site JOb NUI71b21': 14-6534
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
1)GROUND has received and reviewed revised SP-2 dated 6/20/14 with stamped approved plans from the Town of Vail.This closes out
discrepancy item#2 on this date.
Chad was E-mailed a copy of this report and updated discrepancy list.
Yes No
Outstanding Discrepancies Reported this Date? � �
No. of Pages Attached: o
Field Representativ�,,,,�s�r���eng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
������ Client: Mr.Jim Selby
Aspen Wireless
1920 W. Burnley Lane
ENGINEERING CONSULTANTS MapleCity, M149664
Vail Transportation Light Pole Upgrade
Field/Fab. Shop? Field Job Name: Vail ski Museum
Fabrication Shop: Job Number: �a-s53a
General Contractor: Aspen wireiess
Outstanding Structural Steel Discrepancy Log
Date Item CWI Date Per Plan/
Reported Number initials Description of Discrepancy Resolved Per RFI
only one connection was placed on each end of the beam web, rather than the Per revised
6/12/14 1 JB two on each side of the web, 6/16/14 SP-2
It was observed that plates were used in lieu of 4x4 angle or bent plate. Per approved
6/12/14 2 JB GROUND is requesting clarification from the EOR. 6/29/14 and revised
SP-2 6/20/14
torched cut beams were found with the beams with no Reentrant(radius) PerAWS
6/12/14 3 JB corners as per AWS D1.1-10 section 5.16,gouges greater than allowed per 6/16/14 D1.1
AWS D1.1-10 section 5.15.4.4 and slag not removed
in regards to note#2 on page SP-4 and of notes on pages,GROUND was not Per Revised
6/12/14 4 JB provided continuous observation while the depositing of welds 6/16/14 SP-2
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective
action has been made or provide our office with documentation that resolves the discrepancy.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper