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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-9-16 &f!) 11_'II~lew;.'~"'li~'llmUlm" CLIENT ss Geotechnical & Construclion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway. Springfield, Or~g9_n, B.P. NO. rCOM2007,00828_ c DATE PROJECT NO. REPORT NO. 09-16-08 2077102 6015 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST' DATE 09-16-08 10-07-08 10-07-08 Hoid AGE (DAYSl 7 28 28 CAST BY A. Fenstermacher DATE RECEIVED . 5,PECIM!=N SIZE SUPPLIER MAX SIZE AGG. . AIR CONTENT SLUMP TIME SPECIMEN STORAGE 09-09-08 .40((0 psi 4000 psi 40-1K AEA 1 TICKET NO. 800F YARDAGE 77"F WEATHER Radio antenna footing. ~l .... SACKS CEMENT . 3223149 7.0 OF 21.0 Clear From first lift. AREA (IN.') 12.56 WEIGHT (LBS) 8.4 COMPRESSIVE STRENGTH (PSIl 4650 AVERAGE STRENGTH (PSI) TIME OF TEST 8:15AM TOTAL LOAD (LBS) I 58400 09-10-08 4" x8" Knife River 3/4" 4" 1:15 PM ASTM C31 TYPE OF FRACTURE- 6 **1 - End Cones 2 - Con~/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results. Reviewed By: /JJ.'J(.~ Michael L. ~eye~ Technical Manager Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield c: MLM:sc RECEIVED SEP 1 9 ZOOB 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 t-NV 'COmenAvenue' oMJlis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 .... 29540 B Airport Road . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541)684J851 630fIJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~FtJ .1~'II~I":4iI~Iio' ~~IIIIII'al~lW CLIENT TEST DATE 09-12-08 10-03-08 10-03-08 Hold G,v00v: " ,;CaJ & Construcfun Servires >J Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 . Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon B.P: NO. .<COM2007:00828 09-05-08 4000 psi 4000 psi 40-1K CAST BY DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES . LOAD NO; CONCRETE TEMP AIR TEMP POUR LOCATION SACKS CEMENT 1 TICKET NO. 74"F YARDAGE 7rF WEATHER West portico footings. AGE (DAYS) 7 28 28 WEIGHT (LBS)' 8.3 TOTAL LOAD (LBSl 54100 AREA (IN.') 12.56 I I I **1 - End Cones 2 - Cone/Split 3 - Columnar A. Fenstermacher . 3223044 7.0 OF 7.0 Clear COMPRESSIVE STRENGTH (PSI) 4310 DATE PROJECT NO. REPORT NO. 09-12-08 2077102 6010 DATE RECEIVED SPECIMEN SIZE SUPI'LIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 8:00 am 09-06-08 4" x 8" Knife River 3/4" 51/4" 10:55 AM ASTM C31 TYPE OF FRACTURE- 6 .1 I 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or botto.m) REMARKS: Ian (Wild ish Building Co.) was advised of on"site test results. Reviewed By: fl;. -;(. ~ ---- Michael L. ~eyert1~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers ~ (e-mail) Oregon Military Dept. - (e-maii) Knife River - (e-mail) 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 andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW CameO Avenue. Cavailis, Oregon 97330, phone (541) 757-4698 . fax(541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 68<h3849 'fax(541)684J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 "phone (541) 382-4844 . fax (541) 382-4846 >5 S.;.r~~J .. Page 1 of 1 11:"lltl~;.yI~~':i~'llflf.ln" <bu~ " ,;caJ & ConstrucIion Services Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 09-09-08 2077102 E-21136 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Clear BP No.: CCOM2007:00828::-::"") Continuous Inspection: 0 Periodic Inspection: iii Performed inspection on the reinforcing steel for radio antenna footing. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. Anchor bolts were checked for size, quantity and embedment and were secured in-piace using tempiates. Observed the placement of 21 cu/yds. of Knife River 4000 psi concrete (Mix 40-1K) into areas noted above. Concrete was placed directly from truck and was mechanically consolidated. Cast one (1) set of four (4) concrete test cylinders. Notified Ian (Wildish) of on-site test results: slump <I"; concrete temperature 80F; air temperature 77F. Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with Rohn drawing #0870480R1dated 03-16-04 and applicable workmanship provisions of the I.B.C., except ifnoted above. Reviewed By: . /11. -tfJu<-A--' Michael L. Me~r Technical Manager c: Barrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) 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/of material evaluated. As such, information contained herein shall not be reproduced in part orfull and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fJJ NW ComeIIAvenue' ConiaiIis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991 29540 BAirportRoad . Eugene, 0re(pl97402' phone (541 )684J849. fax (541)684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 '. (r ~""l. ~t...r .- Page 1 of 1 11:"'II~ltt;':lII~,..'~l'lllmlll~l'" Geotechnical & Construction Services Daily Field Report Client: Mr. Jim Thomas Wiidish Building Co. P.O. Box 7428 . Eugene, Oregon 97401 Project: LCAFRC Complex 'Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: . Inspector: 10 No.: 09-03-08 2077102 E-21067 M. Meyerl K. Green 0877905-88 Inspection of: Epoxy Anchors Contractor: Wildish Building Co. Weather: Clear BP No.: CC_OM200z:bb8~8- -) .J Continuous Inspection: 0 Periodic Inspection: iii Performed continuous. inspection during the installation of twenty (20) 5/8" x 7" horizontal all thread anchors for column to CMU wall connection at the south portico addition. Prior to installation the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 4" per detail 5~S-608. Anchors were secured with Hilti Hit-Hy-150 (ICC-ES ESR 5/931 expiration date 12-07-08). Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordancewith plans dated 06-28-07 and applicable work.manship provisions of the I.B.C., except if noted above. . Reviewed By: M(2;I~(!:;J-- Technical Manager c: BarrantineBates Lee - (e-mail). kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:sc This report a.nd/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 shan not be reproduced in part or full and/or any part thereof be disclosed without'FEI Testing &.Inspection, Inc.'s written authorization. 750 NW ComeIIAvenue' Cavailis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road . Eugene, Qega197402 . phone (541) 684J849 . fax (541) 684.J851 63050Corporate Plaoe,Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 <7> ~P"~ ~rcl Ililio'II~lfl;'I~.':la'llllj_ Page 1 of 1 ~",';',nicaI & Construcfun SeIvices Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 09-05-08 2077102 E-21106 A. Fenstermacher 5258882-49 Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Clear BP No.: cC.OM2007'00828:) Continuous Inspection: 0 Periodic Inspection: iii Performed inspection on the reinforc,ing steel for west portico footings. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. Observed the placement of 7 cu/yds, of Knife River 4000 psi concrete (mix 40-1 K) into areas noted above. Concrete was placed directiy from truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Notified Ian (Wildish) of on-site test results: slump 5 1/4"; concrete temperature 74F and Air temperature 77F. Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 10-29-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed' By: /h,i..~ Michael L~ Ml);r Technicai Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM: 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 Of full and/or any part . ,thereof be disclosed without"FEr Testing & Inspection, Inc.'s written authorization. 7fiJ NN ComeII Avenue' Cavailis, Oregon 97330. phone (541) 757-4698, fax(541) 757,2991 qJ540 SAirportRoad . Eugene, Oregon 97402 . phone (541) 684-3849 fax (541 )684-J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 fS ~~~.~ kY4,.J 11;"II~'rt;41~lio'~;'llllJ\'~1Il1lil G.:.v~ u .l::al & Construction Servi03S Page 1 of 1 Report of Inspection Services Welding/Hi~h-Strength Bolting Client: Mr. Jim Thomas. Wildish Building Co. P:O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC.Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project N.c.: Report No.: Inspector: IDNo.: 09-03-08 2077102 E-21065 C. Walpole/ K. Green 01040131 AWS CWI Field: iii Ciear _ ... CCOM20Q7~00828~ Inspection of: Fabricator or Erector: Contractor: Welding Hathaway Wildish Building Co. Shop: 0 Weather: BPNo.: Arrived on site to perform visual inspection of stitch welds on light gauge framing of the north trash enclosure per detail 4/S702: Completed welds were checked for size, length, profile and iocation. Ian (Wildish) 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 06-28-07 . and applicable AWS D1.3 code, except if noted above. Reviewed By: fl~~ ~?;t-. T echnical.Manager c: Barrantine Bates Lee~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City, of Springfield MLM:sc RECEIVED SEP 11 lOOB 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 Comell Avenue' Corvailis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541)684-3851 .. 63050 Corporate Plaoe, Su~e 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 - ~ ~t"~J ~.- . 11~'11,,1f;"""~1'1II11'1I"''' Gov~ ,,1iCaI & Construcfun Servires Page 1 of 1 Report of Inspection Services Welding/High.Stren~th Bolting Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 08-28-08 2077102 E-21032 L. Postierl K. Green 06120541 AWS CWI Field: iii Clear -----.- ~ ~~@007-00828. Inspection of: Fabricator or Erector: Contractor: Welding Om lid & Swiney Wildish Building Co. Shop: 0 Weather: BPNo.: Arrived on site to perform visual inspection of beam to truss and column to truss connections for the portico canopy. Also, HSS to wide flange connection per detail 4-S-608. Completed welds were checked for size, length, profile and location. Eon (Wildish) was asked to notify our office when additional services are needed. To the best of ou.r knowledge, the work checked is in conformance with drawings dated 06-24-08 and applicable AWS 01.1 code, except if noted above.. . Reviewed By: fh.'i.~ Michael L. ~~.g . . Technical Manager c: Barrantine Bates Lee - (e-m.ail) kpff Consulting Engineers - (e-mail) Oregon Military Oept. - (e-mail) 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. 750NW Comeii Avenue . Corvallis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991 29540 BAirport Road. Eugene, Oregon 97402. phone (541)684-3849' fax (541) 684-3851 63050 Corporate Piaoe, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 <;5 ~pp~ ~ttJ Page 1 of 1 11a.'llfIN;oilI1a,':ilallltJIIIII.W!I Geotechnical & Construcfun SeMres Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiex Phas'e II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 08-27-08 2077102 E-21012 K. Green 800377651 Inspection of: Epoxy Contractor: Wildish Building Co. Weather: Clear_ BP No.: cc6rv12007-00828.) Continuous Inspection: 0 Periodic Inspection: iii Performed continuous inspection during the installation of ten (10) 5/8" x 14" vertical all thread anchors for Sim pson hold downs in the north trash shelter. Prior to installation the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 12" except for one (1) Simpson hold down at southeast corner where oniy 10 1/2" was obtained due to rebar conflict. Anchors were secured with HiltiHit Hy- 150 MAX (ICC-ES ESR-19671 expiration date 08/2008). Ian (Wiidish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 06-28~07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: IJJ,~~ Michael L. MeyVr Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the c1ientto whom iUs addressed and pertains to the specific process andfor mat~rial~valuated. 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 NWCaneI Avenue' Cavailis, Oregon 97330, phone (s41) 757-4698. fax (541) 757-2991 29540 B Airport Road, Eugene, Oregm 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 ' fax (541) 3824846 -SfEJ 1I."""",."",..t""."'. Geotechnical & Construction Servires q Page 1 of 1 Field Densitv Test Results - ASTM D 2922 Client: Mr. Jim Thomas Wildish Buiiding Co. P.O. Box 7428 . Eugene, Oregon 97401 Project: LCAFRC Complex Ph. II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 08-19-08 2077102 E-20939 COM2007-00828 MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 137.0 pcf, at 10.0% moisture was furnished by client for 3/4" - 0 crushed gravel (Wiidish Sand and Gravel). Near Lines 14 E.2 Near Lines 15 E.8 Near Lines 16 E.2 Approx. Elev. FIG FIG FIG Wet Density (pcfl 137.5 144.5 140.4 Percent Moisture 5.9 7.7 6.4. Dry Density (pcfl 129.8 134.2 131.9 . Percent Compaction 95.0 98.0 96.0 Compaction Requirement 95.0 95.0 95.0 Test No. 1 2 3 Approximate Location Tests performed at finished grade of base rock under asphalt paving. Remarks: Ian (WildishBuilding Co.) was advised of test results. Reviewed By: jJJ,';(~ ~ Michael L. '';eyJ' - Technical Manager c: BarrantineBates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield . MLM:sc This report and/or en~losed te~t 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,infonnation contamedherem shall Dot be reproduced in part offull and/or any part theieofbe disc1osedwithout FEI Testing & Inspection, Inc. '$ written authorization. . 701) NW OmellAvenue' 0xvaIIis, Oregon 97330' phrne(541) 757-4698 . fux(54l) 757-2991 29540 B AitpatRood . Eugme, Oregon 97402. phone(541) 684.3849 . fux(541)684-3851 , 63050 Corpornte Place, Suite 2 . Bend, Oregon 97701 . phone (54 1) 3824844 . fax (541) 3824846 ~s SFeJ Page 1 of 1 11a.'llflC'l-:<Ilf~'~;"IIII~M Geotechnical & Constn.x;tion Servires Daily Field Report Client: Mr. Jim Thomas Project: Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 08-15-08 2077102 E-20892 A. Fenstermacher 5258882-49 ICC .r . , . , Inspection of: Epoxy Anchors Contractor: Wildish Buiiding Co. Weather: CJear.. .... ) BP No.: [J;OM2007-00828- _c) ~- - . - _ _ J Continuous Inspection: 0 Periodic Inspection: iii Performed continuous inspection during the installation of thirteen (13) 5/8" x 14" vertical ail thread anchors in the north carport as follows: one (1) on west wall for Simpson hold down; five (5) north wall bottom plate anchor bolts; one (1) in east wall for Simpson hold down and three (3) bottom plate anchor boils; three (3) in south wall for Simpson hold downs. Prior to installation the predriiied holes were cleaned with . compressed air and a brush. Verified minimum embedment of 12" except at Simpson hold down at doorway near NE corner where only 9" was obtained due to rebar confiict. Anchors were secured with Hilti Hit Hy-150 Max (ICC-ES ESR- 1967 expiration date 08/2008). Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with RFI# 240 dated 03-14-08, plans dated 06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: p. y{.~ Michael L.- Miler Technical Manager c: Barrantine Bates Lee.- (ecmaii) kpff Consulting Engineers": (e-mail) Oregon Military Dept. ~ (e_mail) City of Springfield RECEIVED (l.UG 2 6 100e MLM:sc This report andlor 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 andlor any part thereof be disclosed without.FEI Testing & Inspection. Inc.'s written authorization. 7fIJ NN Canel Avenue' CorvaDis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 6/34,3849 . fax (541) 684-3851 63050 Corporate Piaoe, Suite 2 . Bend, Oregon 97701. phone (541) 3824844 . fax (541)3824846 . - f}......~........:~p.........tl . ~.F .. :.::,:.. ,11:"'II~lrf;~I~.~:I;'IUI\l.m.. ~~ II 1m & Construction Services ~5 Page 1 of 1 Report of Inspection Services Weldin~/Hi~h-Stren~th Boltinca... Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7.428 Eugene, Oregon 9740l LCAFRC Complex Phase II 31.10 Pierce Parkway 'Springfield, Oregon ,. Date: Project No.: Report No.: In.spect()r: 10 No.: Project: " Inspection of: Fabricator or Erector: Contractor: High Strength Bolts REFA Wildish Building Co. Shop: 0 Weather: BPNo.: 08-11-08 2077102 E-20854 L. Postier/K. Green 06120541 AWS CWI Field: iii Clear (COMio07-00"828' ~. - ~ - -' Arrived on site .to verify. that the 7/8" x 2" A325 high strength bolts will meet the minimum tension values using turn-of"the-nut method. Three (3) bolts were installed in a Skidmore-Wilhelm .tension indicator. The bolts were brought to snug tight condition, marked and the additional 1/3 turn was applied. Bolts tested yvill meet the minimum tension value of 39 kips + 5% per AISC manual. While on site, verified the A325 bolts were brought into "snug tight" condition, match marked and the additional 1/3 turn was appiied at beam to column connections at carport entrance. Note: Tony Dean (WBC) was advised that engineer approval was needed for paint on the faying surfaces ofthe beam to column connections. Mr. Dean was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawings dated 11-27-07 and applicable AWS D1.1 code, except if n'oted above. . Reviewed By: . /It .';i,~ Michael L.- M/); Technicai Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Miiitary Dept. - (e-mail) City of Springfield MLM:sc \'1~~ ~~<:(, ~ ~ 1~I')<1I ~IJ\) ~ 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 .....'ithout FEI Testing & Inspection, lnc.'s writtenSL.ithorization".. '_ ___ 750 rwv Comell Avenue. Corvailis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991 29540 B AirportRoad . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon97701 . phone (541) 3824844 . fax (541) 3824846 g St"~~ . ...1 . Page 1 of 1 11;"'llllrt;.I~)"~;.I[IJ~.llllJ Geotechnical & Construcfun Services Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiex Phase Ii 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 08-08-08 2077102 E-20868 A. Fenstermacher 5258882-49 ICC Inspection of: Epoxy Anchors Contractor: Wildish Building Co. Weather: Clear BP No.: [CQM2007-00828 .) Continuous Inspection: 0 Periodic Inspection: iii Performed continuous inspection during the installation of twenty eight (28) 3/4" x 12" . vertical aU thread anchors .into plinths. at south portico and three (3) 5/8" x 14" vertical all thread anchors into curb in northwest corner of north carport for hold downs. Prior to installation the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 8" for 3/4" anchors and 12" for 5/8" anchors. Anchors were secured with Hilti Hit Hy-150 max (ICC-ES ESR- 1967 expiration date 08/2008). Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with RFI# 240 . dated 03-14-08, plans dated 06-28-07 and applicable workmanship provisions of the I.B.C., except if noted a~ove.. Reviewed By: e~'1~1;zr- Technical Manager c: Barrantine Bates Lee ~ (e-maii) kpff Consuiting Engineers ~ (e-mail) Oregon Military Dept. - (e-mail) 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 NN ComeII Avenue' Cavallis, Oregon 97330, phone (541) 7574698, fax (541) 757-2991 29540BAirportRoad' Eugene, Oregon 97402, phore (541) 684-J849 . fax (541)684J851 630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541).382-4846 ~ ....'.....p... ........ ...J" ".. .":" . .." .,," ."-- ..0 ..__ ... .< .,./~.... 1[- .1~'llllrf:..III..'~a.llfJ~.m. Geotechnical & Construction Services Compressive Strength of Concrete . (ASTM C 39) CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon COM2007 -00828' - DATE PROJECT NO. REPORT NO. 08-08-08 2077102 5955 . B.P. NO. DATE CAST 07-11-08 CAST:SY A. Fenstermacher DATE RECEIVED 07-12-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-1K CEMENT. MAX SIZE AGG. 3/4" ADDITIVES AEA AIR CONTENT LOAD NO. 1 TICKET NO. 3221215 SLUMP 5" CONCRETE TEMP 7rF. YARDAGE 5.0 OF 5.0 TIME 11:10AM AIR TEMP 710F WEATHER Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Portico footings and pedestals except pedestal at southwest corner. AVERAGE TEST.. AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) . LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURErt 07-18-08 7 12.56 8.3 54500 4340 8:05 AM I 3 08-08-08 28 12.56 8.4 77800 6190 6270 8:55 AM I 5 08-08-08 28 12.56 8.4 79800 6350 9:00 AM I 1 Hold **1 -End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wildish Building Co.) was advised of on-site test results: - Reviewed By: fJI. ';(.Ik---: Michaell.'Mi!/r . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9. En9ineers - (e-mail) Ore90n Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andlor material evalu~ted. 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. 700 rm ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402, phone (541)68<h3849' fax (541) 684,3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 )382-4846 S.'" '... .........,). '" 'r r .. ....-..". . ..~, <;:.] Page 1 of.1 Report of Inspection Services Weldin~/Hi~h-Stren~th BoltinQ .t.,",,,t:""""."lJi~lil!i Geotechnical & ConstrucIion SeIVia3s Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfieid, Oregon Oate: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Metalsome Wildish Building Co. Shop: 0 Weather: BPNo.: 08-07-08 2077102 E-20839 L. Postier/K. Green 06120541 AWS CWI Field: iii Clear '-C9~2007-=-0~) Arrived on site to perform visual inspection of HSS to embed connections and welds on light gauge framing of carport per details (2) and (5) on 702 and the email transmittal from engineer. Completed welds were checked for size, length, profile and location. Contractor was asked to notify our office when additional service's are needed. To the best of our knowiedge, the work checked is in conformance with drawings dated 11-27-07, EOR email transmitial dated 07-15-08 and applicable AWS D1.1 and D1.3 codes, except if noted above. Reviewed By: . ;11. '!(~ ~ Michael L. M,t;;- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e~mail) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the cUentta whom it is addressed, and pertains to the specific process and/or material evaluated. As such, infonnation contained herein shall not be reproducedin,part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW ComellAvenue' Corvallis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846 y. lf~~l .'~'llrlri;"I~Io'lll:'IlIII\"I~ILI Geoted1nical & Construdion.Services Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II . 3110 Pierce Parkway. Springfield, Oregon Date:. Project No.: Report No.: Inspector: 10 No.: 08-07-08 2077102 E-20838 L. Postier/K. Green 06120541 AWS CWI Field: 0 Inside [0[M2007~00828J Inspection of: . Fabricator or Erector: Contractor: Welding Metaisome Wildish Building Co. Shop:. iii Weather: BPNo.: Performed visual inspection on the fabricated structural steel balcony support assemblies 524-C and O. Completed welds were checked for size, length, profiie and location. . Fabricator 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 07-21-08 and applicabie AWS 01.1 code, except if noted above. Reviewed By: jJJ. ~~------ Michael L~ Mt!tr- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (ecmail) Oregon Military Oept. - (e"mail) City of Springfield MLM:sc This r~po.rt and/or enclosed test data is the confidential prop~rty of the client to whom iUs addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall "91 be reproduced in part or full and/or any part thereof be disclosed without FEITesting & Inspection, Inc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541) 7574698 . fax (541) 757-2991 29540 BAirporl Road' Eugene, Oregon 97402. phone (541) 6B+3849 . fax (541) 684--3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 3824846 ~ 41. t:P;~ ~4.:_. 11;"'II~lrI;;~m~~lI~IIIII~.tlllll G80technical & Construction Servic:es Page 1 of 1 Report of Inspection Services Welding/High-Strength Boltin9... Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: IDNo.: 08-04-08 2077102 E-20842 L. Postier/K. Green 06120541 AWS CWI Field: iii Clear CCbM20'07:0082~) Inspection of: Fabricator or Erector: Contractor: Welding/HSB Gibson Steel Wildish Building Co. Shop: 0 Weather: BPNo.: Arrived on site to verify that the 7/8" A-325 high strength bolts were brought into a "snug tight" condition and match marked for the additional 113 turn using the turn-of-the nut procedure. Witnessed the additional 1/3 turn tensioning procedure. Also, performed inspection on the following welded connections: column to anchor clips; knee brace to wall embeds and beam to wall embeds. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawings dated 11-27-07, RS 601M EOR email dated 07-21-08 and applicable AWS 01.1 and AISC codes, except if noted above. Reviewed By: /fJ.';{.~ ~ Michael L M#- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers -(e-mail) Oregon Military Oept. - (e-mail) City of Springfield MLM:sc This report andlor 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 shalt not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 tom Comell 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 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 .2!l 11;"II~ICj;.I~.';';'.II'I~.I~L. Geoted1nical & Construdion Servk::;es <r..r Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10.No.: ." I Inspection of: Fabricator or Erector: Contractor: High Strength Bolts Gibson Steel Wildish Building Co. Shop: 0 Weather: BPNo.: 07-31-08 2077102 E-20777 C. Walpolel K. Green 01040131 AWS CWI Field: iii Clear rCOM200'7 -00828 '------ --,- '- - Arrived on'site to perform bolt verification on the 7/8" A325 high strength boitsfor the portico using the "turn-of-the nut" method. Three (3) bolts were installed in a Skidmore Wilhelm tension indicator, brought to a "snug tight" condition, and. an additional 1/3 turn was applied. Bolts tested will meet the minimum kip value of 39 kips + 5% per AISC manual. Contractor was asked to notify our office when additional services are needed. To the best of our knowiedge, the work checked is in conformance with drawings dated 04-10-08 and applicable AISC manual, except if noted above. Reviewed By: /7;. ';(.~ Michael L. 'Meflr Technical Manager c: Sarrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-maii) City of Springfield . MLM:sc .0 -, ... RECEIVED AUGJ . 3 2008 This report and/or enclosed test data is the confidential property of the client to whom it is addressed and 'pertain"s 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 disciosed without FEl Testing &' Inspection, Inc.'s written authorization: . -- 750 t#V Comell Avenue' Corvallis, Oregon 97330 '. phone (541) 7574698 . fax (541 )757-2991 29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 6B4-3851 . 63050 Corporate Plaoe, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 3824646 >5 ~f!l 1I~'liI'l"""\""atll"."'. Geotechnical & 0lnstrucIi0n Services Page 1 of 1 Field Density Test Results - ASTM D 2922 Client: Mr. Jim Thormis Wild ish Building Co. P.O,. Box 7428 Eugene, Oregon 97401 Project:. LCAFRCComplexPh. II 3110 Pierce Parkway' Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 06-11-08 2077102-700 E-20320 <;:9~f.QOJ-00828. MOISTURE/OENSITY DATA: ASTM 01557- Maximum Dry Density'of 149.0 pcf, at 6.0% moisture was furnished by client 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev, (pcf) Moisture (pcf) Coml!action Requirement 1 30' E of Wend - near center N side FG 142.4 3.8 137.3 92.0 95.0 2 80' E of Wend - near center S side FG 144.0 4.5 137.8 93.0 95.0 3 130' E of Wend - near center N side FG 139.8 4.1 134.3 90.0 95.0 4 180' E of Wend - near centerS side FG 137.8' 3.2 133.6 90.0 95.0 5 230' E of W 'end - near center N side FG 146.4 5.1 139.4 94.0 95.0 6 280' E of Wend - near center S side FG 142.9 4.2 137.2 . 92.0 95.0 7 330' E of W end ~ near center N side FG 146.1 3.3 141.4 95.0 95.0 8 380' E of Wend:'" near center S side . FG 138.3 3.8 133.2 90.0 95.0 - --- - -.----- Tests performed at finished grade of base rock under asphalt paving along riort.l\ side of site. Bolding denotes failing tests: Remarks: Ian (Wildish Building Co.) was advised of test results. Reviewed By: /h,~~ MichaelL. Meyer . Technical Manager c: Barrantine Bates Lee - (e"mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw This repoit andlor 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 of full and/or any part thereofbe disclosed without FE! Testii:J.~ & Inspection, Inc,',s written'ilUthonzation. 750 NW ComdlAVffiue' Corvallis, Oregoo 97330' phooe(541) 7574698 . tax (5<11) 757-2'E1 29540 B AiIportRood' Eugme, Oreg:n 97402' jXxne(541 )684-3849' tax(541 )684-3851 . 63050 CoI]Xlrate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 'fux(541) 3824846