Report (11) Date: February 13, 2017
Job#: T1606463
Page 2 of 2
CTI's services did not include responsibilities related to determining, supervising, implementing or controlling the means,
methods, techniques, sequences or procedures of the construction or evaluating or reporting job conditions related to
health, safety or welfare.
Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are
further questions regarding this matter please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING INC.
Steven W. Leach
Project Manager
SWL/jng
cc: Clean Water Services— Mike Kebbe ' KEBBEM@CLEANWATERSERVICES.ORG
City of Tigard Building Division—Walter'Chip' Barnett ' WALTER@TIGARD-OR.GOV
Peterson Structural Engineers—Michael Puntney MIKE.PUNTNEY@PSENGINEERS.COM
Murray Smith &Associates—Eddie Kreipe EDDIE.KREIPE@MSA-EP.COM
Rotschy Inc—Nels Homola NELS.HOMOLA@ROTSCHYINC.COM
Rotschy Inc—Craig Homola CRAIGH@ROTSCHYINC.COM
Carlson Testing, Inc. 41,
Incompleted Items List (NCL)
Feb 13,2017
T1606463.
Project Name: RIVER TERRACE NORTH PUMP STAT & FORCE MAIN #6631
Project Address: SW ROY ROGERS RD TIGARD OR
Permit No: BUP2016-00001
P.O.No: PROJECT NO. 6631 Project Manager: STEVEN W. LEACH
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 AV 07/07/2016 WRONG EPDXY USED - HILTI HIT-RE 500 V3 INSTEAD OF ACCEPTABLE PER SUBMITTAL STEVEN W. LEACH 02/13/2017
HILTI HY-200. 05500-3 DATED
07/07/2016.
CC:CLEAN WATER SERVICES - MIKE KEBBE
CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT
PETERSON STRUCTURAL ENGINEERS - MICHAEL PUNTNEY
MURRAY SMITH & ASSOCIATES - EDDIE KREIPE
ROTSCHY INC - NELS HOMOLA
Page: 1
PORTLAND OFFICE
PSE 9400 SW Barnes Rd.
Suite 100
PETERSON STRUCTURAL ENGINEERS Portland,OR 97225
„,,,„.. Phone:503.292.1635
"0C)
2/2/17 0e1
Eddie Kreipe, PE
Murray, Smith&Associates
121 SW Salmon St., Suite 900
Portland OR 97204 File: PSE\14-200-10
Re: CWS River Terrace North Pump Station: Structural Observation Summary Memo
Dear Eddie:
The following memorandum has been generated to provide a final summary of PSE's structural
observations performed during the erection of the subject structure. A total of six observation reports, some
of which represented multiple visits to the site, were generated and provided to the owners for their records.
These observations were performed at specific predetermined construction milestones as outlined in the
permit documents. Based on our continued observations and subsequent communications with the design
team and contractors, it is our understanding that all elements previously mentioned in the observation
reports have been addressed, with the exception of the following items which were identified while onsite
on January 6th, 2017:
1) The unistrut frame supporting electrical equipment on the main floor level was missing an anchor
bolt from each of its two base plates. These should be installed as originally designed.
2) Pipe bracing and hardware appeared to use dissimilar metals in contact with one another at several
locations. These braces were generally stainless steel with stainless hardware, or galvanized steel
with stainless fasteners. PSE does not anticipate significant corrosion, but staining may occur.
From our discussions with our client, it is our understanding that the above item #1 will be mitigated per
the original design documents, while item #2 elements will be mitigated or accepted "as-is" on a case by
case basis by the owners. Following the adjustments/acceptance of the above items, PSE has determined
that the subject structure has been constructed in compliance with the permit documents.
Thank you and please call if you have any questions.
401011_ 315 .IP.
Sincerely, £
���� ENGINE �4
i* 74256PE t;
46' lini if.Michael Puntney, 41,•, � �
Submitted via e-mail: Eddie.KreipeMSA-ep.com WARD
EXPIRES 12/31/18
www.peenoineers.corl
Prtland,OR I Tacoma,WA