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Home My WebLink AboutMiscellaneous Field Test & Inspection Report 2013-7-11 • • Tnn- rig Znt- /��i,� " Page l of 1 FE! Report of Inspection ices THIN 5INSPECTION,i rt Geeleahniwl&Consvenlon Service Geotechnical&cons u anservices Welding/High-Strength Bolting Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-11-13 EWEB Intake Improvements Project No. 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34398 • • Eugene, Oregon 97440 Inspector: C. Walpole ID No.: 01040131 AWS CWI Inspection of: Welding Shop: ® Field: ❑ Fabricator or Erector: Double A Weather: Inside Contractor: John Hyland Construction BP No.: -- Performed visual inspection during welding in-progress on the pipe support bracket 11B and stair stringers 4A and 5A. Inspected fit-up and monitored amps, volts and travel speed by two (2)certified welders using GMAW process. Completed welds were checked for size, length, profile and location. • Dave (Double A)was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings dated 06-12-13 and applicable AWS D1.1 code; except if noted above. Reviewed By: Michael L. Mey Lsr Technical Manager c: EWEB — Mike Stickling (email) John Hyland Construction — Dave Shaw(email) OBEC — Pete Slocum (email) City of Springfield MLM:sn This report and/or enclosed test data is the confidential properly of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection, Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330 phone(541)757-4698.fax(541)757-2991 29540 B Airport Road'Eugene,Oregon 97402 phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 FEI Page 1 of 1 IfSTINGS/HSPE(1/ON,rar Report of Inspection Services "'tthnic°1'co^,i,-^e^service Geotechnical&Construct nServces Welding/High-Strength Bolting Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-10-13 EWEB Intake Improvements Project No. 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34397 Eugene, Oregon 97440 Inspector: C. Walpole ID No.: 1014931 AWS CWI Inspection of: Welding Shop: H Field: ❑ Fabricator or Erector: Double A Weather: Inside Contractor: John Hyland Construction BP No.: -- Performed visual inspection during complete penetration groove welds on the pipe support brackets. Inspected fit-up and monitored amps, volts and travel speed by a certified welder using GMAW (spray) process. Welding was completed.on pipe support brackets 11A-1 and 11A-2. Completed welds were checked for size, length, profile and location. To the best of our knowledge, the work checked is in conformance with shop drawings dated 06-12-13 and applicable AWS D1.1 code, except if noted above. Reviewed By: A Michael L. M r Technical Manager c: EWER — Mike Stickling (email) John Hyland Construction — Dave Shaw(email) OBEC— Pete Slocum (email) City of Springfield MLM:sn This report and/or enclosed test data is the confidential properly of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection, Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330 phone(541)757-4698 fax(541)757-2991 29540 B Airport Road'Eugene,Oregon 97402•phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 'phone(541)382-4844•fax(541)382-4846 ® • Page 1 of 1 . TESTING5INSPfCT/ON,,Inr Report of dini°'gc°°-""-s&-k- Geotechnical&Construction SenAces Ultrasonic Examination Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-31-13 EWEB Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34557 Eugene, Oregon 97440 BP No.: N/A Technician: A. Wilson ID #: A.S.N.T. Level II Contractor: John Hyland Const. Shop El Field 0 Fabricator or Erector: Double A Weld ID: Complete Joint Penetration Joint ID: Plate Splice • Decibels Discontinuity 0 a O C a N V 3 O n V Q Location Distance< u i a m u 13,1 Distance • c o U c E m v o y y m0 o. •• From FromY 2 u. F it J a b c d J Q N 3 w Guard 13A X 70° A 1 +2 38dB , Calibration Blocks: IIW,DSC Frequency: 2.25 mtv. Couplet: Ultragel ll Code Criteria: AWS D1.1-06 Equipment No.: Panametrics4B --Gain dB a-b.ced Remarks: UT 100% complete joint penetration weld. Reviewed By: 741/ • Michael L. Me r Technical Manager c: EWEB — Mike Stickling (email) John Hyland Construction— Dave Shaw(email) OBEC —Pete Slocum (email) City of Springfield MLM:sn • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection,Inc.'s written authorization. 750 NW Coyne l Avenue•Corvallis,Qegcn 97330 pt a e(541)757-4698.fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 974(2•phone(541)684-849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 yg, Page 1 of 1 GIfShnicol NSPfCT/ON,ti Geoted,nlcal&ConstrtctionServices Daily Field Report Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 08-13-13 EWEB Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34644 Eugene, Oregon 97440 Inspector: D. Delatte ID No:: 1080867-88 ICC Inspection of: Epoxy Dowels Weather: Clear Continuous Inspection: ❑ Contractor: John Hyland Construction BP No.: -- Periodic Inspection: l Observed the installation of thirty (30) #6 x 25" galvanized rebar dowels into.existing concrete wall for new valve vault lid connection and fourteen (14) #5 rebar dowels around the perimeter of wall infill. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Verified minimum embedment depth of 5". Dowels were secured with Hilti Hit RE 500SD epoxy adhesive (ICC — ESR 2322/ expiration date 02/2014). To the best of our knowledge, the work inspected was in accordance with plans dated 04/2012, new detail dated 07-25-13 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Michael L. M r Technical Manager c: John Hyland Construction — Dave Shaw(email) • OBEC — Pete Slocum (email) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 MW Cordell Avenue Corvallis,Oregon 97330.phone(541)757-4698'fax(541)757-2991 29540 B Arport Road•Eugene,ate 197402•phone(541)684,3849•fax(541)6843851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 phone(541)3824844•fax(541)382-4846 • FEI Page 1,of 1 TESTINGa/NSPETTIGN,ic Geanuhnlueld Construction Services Geotec finical&Construction Services Daily Field Report Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-24-13 EWEB Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34512 Eugene, Oregon 97440 Inspector: M. Meyer ID No.: 0877905-88 ICC Inspection of: Wedge Anchors Weather: Clear Continuous Inspection: ❑ Contractor: John Hyland Construction BP No.: -- Periodic Inspection: • Performed continuous inspection during the installation of thirty-four (34) W3454G 3/4" x 5 1/2" Redhead Trubolt wedge anchors into the south compressor building stem wall for connection of pedestrian platform support beams and kicker braces. Prior to installation, verified minimum embedment depth of 3 1/2". Note: holes were drilled deeper to accommodate drilling fines. •Verified installation torque of 110 ft. lbs. using a calibrated torque wrench. Top kicker brace anchors were unaccessible with a torque wrench. Contractor tightened these anchors per manufacturer's recommendations by tightening anchor nuts an additional 3 turns past snug-tight. Note: lower bolt at support beam connection below east door would not embed deep enough due to interference from rebar. Contractor to install a new anchor at a later date. Gary Armstrong (JHC) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with addendum 2 plans dated 05-10-12 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Michael L. Meyer Technical Manager c: John Hyland Construction —Dave Shaw(email) OBEC — Pete Slocum (email) City of Springfield MLM:sn This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue Corvallis,Oregon 97330 phone(541)757-4698 fax(541)757-2991 29540 B A rport Road•Eugene,Oregon 97402 phone(541)6843849•fax(541)6843851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 EI Page 1 of 1 (fSl/NCaINSPfCTION,t�r. Report of Inspection So.-,;oen. erotcchAaal fl Construction service Geotechnical&Construction Servioes Welding/High-Strength Bolting Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-30-13 EWEB Intake Improvements Project No. 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34542 Eugene, Oregon 97440 Inspector: A. Wilson • ID No.: 09020961 AWS CWI Inspection of: Welding Shop: f0 Field: ❑ Fabricator or Erector: Double A Weather: Inside Contractor: John Hyland Construction BP No.: -- Performed continuous visual inspection of.complete joint penetration welds on plate splices during the • fabrication of structural--stainless steel guard 13A. Inspected fit-up and back gouge. Monitored amps, volts and travel speed by one (1) certified welder using the GMAW process in spray mode E308L • electrode. Completed welds were checked for size, length, profile and location. Chris (Double A)was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings dated 06-12-13 and applicable AWS D1.6 code, except if noted above. Reviewed By: A fir Michael L. Meyer Technical Manager c: • EWEB — Mike Stickling (email) John Hyland Construction —Dave Shaw(email) OBEC — Pete Slocum (email) City of Springfield MLM:sn This report and/or enclosed test data is the confidential properly of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 Page 1 of 1 E' tESANGatNSPECIIIIM,.,r. Report of Inspection Services =^nitulnconsuuctionService Geotechnical&Constructionservices Welding/High-Strength Bolting • Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-31-13 EWEB Intake Improvements Project No. 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34543 Eugene, Oregon 97440 Inspector: A. Wilson ID No.: • 09020961 AWS CWI Inspection of: Welding Shop: RI Field: ❑ Fabricator or Erector: Double A Weather: Inside Contractor: John Hyland Construction BP No.: -- Performed continuous visual inspection on partial penetration groove welds on structural stainless steel beams 18A and 18B. Inspected fit-up and monitored amps, volts and travel speed by one (1) certified welder using the GMAW process in spray mode E308L electrode. Also, inspected brackets for guard 13A (2 pieces) being shipped loose to jobsite. Completed welds were checked for size, length, profile and location. Jeff (Double A)was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings dated 06-12-13 and applicable AWS D1.1 code, except if noted above. Reviewed By: Michel L. Meyer Technical Manager c: EWEB — Mike Stickling (email) John Hyland Construction —Dave Shaw(email) OBEC— Pete Slocum (email) City of Springfield MLM:sn • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330.phone(541)757-4698.fax(541)757-2991 29540 B Airport Road.Eugene,Oregon 97402•phone(541)684-3849.fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 .phone(541)382-4844•fax(541)3824846 ® Page 1 of 1 • TfSJ/NC&/NSPfCT/ON,mr. technical&CAnsVl1GU01152N102S Field Density Test Results ' WM U 2922 Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 07-17-13 EWER Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-34427 Eugene, Oregon 97440 B.P. No.: -- MOISTURE/DENSITY DATA: AASHTO T99 - Maximum Dry Density of 126.9 pcf, at 12.2% moisture, is from our sample no. 2375 dated 04-27-13 for 1 1/2"-0 (Knife River Springfield Quarry). Wet Dry Test Approximate Location Approx. Density Percent Density Percent Compaction No. Elev. (pcf) Moisture (pcf) Compaction Requirement 07-16-13 1 Near southwest end of intake pipe -4.0' 140.5 7.6 130.6 100+ 95.0 2 Near southeast end of intake pipe -5.0' 131.8 7.6 122.5 97.0 95.0 3 Near northwest end of intake pipe -4.0' 135.3 9.0 124.1 98.0 95.0 07-17-13 4 Inside vault FG 132.7 8.1 122.8 97.0 95.0 Tests performed in fill over intake pipe. Remarks: Gary (JHC) was advised of on-site results. Reviewed By: • • /'/• T • G Michael L. Me er • Technical Manager • c: John Hyland Construction—Dave Shaw(email) OBEC— Pete Slocum (email) City of Springfield • MLM:sn This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/ar material evaluated. As such.information contained herein shall not be reproduced in part of full and/or any part thereof be disclosed without FE!Testing&Inspection.Inc.'s written authorization. 750 NW Cornell A'ewe•Corvalli`Qtgcn 97330 phone(541)757-4698 Pax(541)757-2991 29540BAupott Road•Eugene,Orega 97402-phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844-fax(541)382-4846