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Home My WebLink AboutPermit Field Test & Inspection Report 2008-9-24 .",t' ~~p. ~.,."..._J 1I~'I"IIt;""'l~l.l<"'."'" . Gbv~,.;caJ & Constiuclion Services . Page 1 af 1 Report of Inspection Services Weldina/Hi~h-Strenath Boltina Client: Mr. Jae Hawes .Hawes Investments, LLC . 2892 Crescent Avenue Eugene. Oregan 97402 . praject: Internatianal Way D~velapment . Package A 400 International Way . Springfield, Oregan. Date: Praject Na.: . Repart Na.: Inspectar: ID Na.: IIIl:;pectian af: Fabricatar ar Erectar: Cantractar: Welding/HSB West Side Iron Chambers Canstructian Shap: 0 Weather: BPNa.: 09-24-08 2087024 E-21312 C. Walpale 5114210-85 ICC Field: 611 ~2~07-01~ Arrived an-site to. perfarm visual inspectian af roof level framing between grid lines 1 and 4, fram A to. H. Campleted welds were checked far size, length, profile and lacatian, Verified high strength baits were braught into. tensian. The follawing items were nated and will require campletian and/ar engineers appraval far as-built canditians: . at grid line A.8/3 the shear tabs an the calumn are backwards leaving the W12" x 14" beam a two. bait. cannectian in iieu.af 3 per 6/S5.2. . ..there is a machine bait in the W8" x 10" beam near E/4. . the through-bait is nat installed in the beam to. calumn cannectian at line E/2.2 (reference detaii 4/S5.5).' . high laad cannectians have nat been welded alang line 4. . beam to. calumn nat welded at iine C/2.5 (reference 27/S5.5). ' . beam to. beam cannectians alang line 3, fram D to. H shauld have five (5) baits far W18" x 35" per 6/S5.2. Cannectians have anly faur (4). . Jahn Shay (Chambers Canstructian) was nati.fied af the abave canditians: To. the best af aur knawledge, the wark checked is in canfarmance with structural drawings dated 01-29- 08, AISC manual and applicable AWS D1.1 cade, except as. nated abave. . Reviewed By: A. 'ftJrr- Michael L. Meyer . Technical Manager c: Chambers Canstructian - Dave Bakke (email) Chambers Canstructian - Jahn Shay (email)' Caughlin, Parter Lundeen - Babbi Fisher (emall) Eric Hall Architects - Ted Carbin (email) City af Springfield RECEIVED OCT 0 6 2008 MLM:sc This report and/or enclosed te.st data is the confidentiai 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 . t~ereof be disclosed without FEI Testing & Inspection, In~.'s Written authorization. 750 NWComellAvenue' Corvallis, Oregon 97330, phane (541) 757-4698' fax (541)757-2991 29540 BAirpart Raad' Eugene, Oregan 97402. phane (541) 684-3849 . fax (541) 684-3851 63050 Corparate Place, Suite 2 . Bend, Oregan 97701 . phane (541 )382-4844 ' fax (541) 382-4846 (I... t~~. ._, Page 1 of 1 11a..'IUlrl-:.ll'.':.'lIl(II~.ltl. Geotechnical & Construction SeIVires Daily Field Report , Client: Mr. Joe Hawes Project: Intlirmitional Way Development Date: 09-30-08 Hawes Investments, LLC Package A Project No.: 2087024 2892 Crescent Avenue . 400 International Way. Report No.: E-21358 Eugene, Oregon 97402 Springfield, Oregon Inspector: A. Fenstermacher ID No.: 5258882-49 Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0 Contractor: Cham bers Construction BPNo.: COM2007-01851 Periodi.c Inspection: 0 . Performed inspection on the reinforcing steel for generator slab on grade at rear of building, Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports. , .. . Obse,ved the placement'of 25 cu/yds; of Eugene Sand and Gravel 4500 psi (4000 required) concrete (Mix 314658) into areas noted above. Concrete.was placed directly from truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Notified' John (Chambers) of on-site test results: Concrete temperature 77F; air temperature 68F; slump 5 3/4':. . John was asked to notify our office when additional services are needed. . .. To the best of our knowledge, the work inspected was in' accordance ~ith RFI #107 dated 07_11-08 and applicable workmanship provisions of the'I.B,C" except if noted above. . Reviewed By: .lh.--1~~ Michael L Mey/! . , , T.echnical Manager c: Chambers Construction - DaveSakke (em ail) Chambers Construction - John Shay (em ail) Coughlin, Porter Lundeen - Bobbi Fisher (email) Eric Hall Architects - Ted Corbin (em ail) . City of Springfield . MLM:sc This report and/orenclosed 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 Of full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s 'Nfitten"authorization. . , 700 tm CrnleiIAvenue' CavaIIis, CXegJn 97330. pIme(541) 757-4698. fax (541) 757-2991 29540 B Airpat Road . Eugene, CXegJn 97402. pIme (541) 684-3849 . fax (541) ~1 .63000 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846 SfEJ 1I.'I".....".l~lll'"'."". Geotechnical & Construclion Services Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ Client: Mr. Joe Hawes Hawes Investments, LLC 2892 Crescent Avenue Eugene, Oregon 97402 Project: International Way Development Package A 400 International Way Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 09-26-08 2087024 E-21335 K. Green 8003776 AWS Field: 0 Inside COM2007-01851 Inspection of: Fabricator or Erector: Contractor: Welding . Metalsome Chambers Construction Shop: Ii1f Weather: BPNo.: Performed visual' inspection of the following fabricated structural steel frame assemblies: (4) 301-C. Completed welds were checked for size, length, profile and location. Rich (Metalsome) 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 and applicable AWS 01.1 code, except if noted above. . Reviewed By: /fJ.'1.~ Michael L MePer Technical Manager c: Chambers Construction - DaveBakke (email) Chambers Construction - John Shay (email) Coughlin, Porter Lundeen - Bobbi Fisher (em ail) Eric Hall Architects - Ted Corbin (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 andfor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s w.ritten authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851 6~050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 )382-4844 . fax (541) 382-4646 ~'r"~. ~._l Geotechnical & Construclion Servires Compressive Strength of Concrete . (ASTM C 39) 11~'IUlrf;4U~'~~'IIIJ~.m. CLIENT Me. Joe Hawes Hawes Inv,estments, LLC 2892 Crescent Avenue EUgene, Oregon 97402 PROJE'CT International Way Development Package A . 400 International Way Springfield,.()regon . B.P. NO, (c.oM200io1851::S DATE PROJECT NO. REPORT NO. 09-19-08 2087024 5999 DATE CAST 08-22-08 CAST BY J. Keller DATE RECEIVED 08-23-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x a" STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG PRODUCT CODE 314568 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Fiber Yellow AIR CONTENT LOAD NO, 1 TICKET NO. 60006600 SLUMP 5" CONCRETE TEMP 810 F YARDAGE 7.0 OF TIME 1:10 PM AIR TEMp. 750 F WEATHER Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Balcony slab, 2"' floor, south end between lines B to C. LOAD 1 SAMPLED Near center of east side, TEST AGE AREA WEIGHT TOTAL COM PRESSIVE DATE (DAYS) (IN.') (LBS\ LOAD (LBS) STRENGTH (PSI) 08-29-08 7 12.56 8.6 56100 4470 09-19-08 28 12.62 8.6 75500 5980 09-19-08 28 12,62 8.6 82600 6550 Hold AVERAGE STRENGTH (PSn 6265 TIME OF TEST 8:05 AM 8:00 AM 8:05 AM TYPE OF FRACTURE" 6 3 5 **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Rod (Chambers) was advised of on-site test results. Reviewed By: ;1l.~~ Michael L. Me./lr Technical Manager c: Chambers Construction - Dave Bakke (email) Chambers Construciion - John Shay (email) Coughlin, Porter Lundeen - Bobbi Fisher (email) Eric Hall Architects - Ted Corbin (email) Eugene Sand and Gravel 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. . 7fiJ tw Cornell Avenue' CavaDis, 0regJn 97330 . phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Rood . Eugene, 0regJn97402. phone (541) 684-3849 'fax(541)~1 . 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846