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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-11-1 7.5 ~==~ ~~_l 11~'IIUfl;lIm~'lll:"llln'.m" Geotechnical & Construction ~ . RECEIVED AUG 0 1 ZOOB L'-;:J.... c::. I ft}f. Page 1 of 1 Report of Inspection Services WeldingiHigh-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 ,!,. Da~e: Project No.: Report No.: Inspector: .10 No.: \!. , Shop: Ii:! Weather: BPNo.: 07-23-08. 2077102 E-20707 D. Webber 93050801 AWS CWI Field: 0 Inside [CoMio~7-00~28 _( Inspection of: . Fabricator or Erector: Contractor: Welding Ecklund Industries Wildish Building Co. Performed visual inspection on five (5) fabricated structural steel trusses for portico addition. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additionai services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings dated.07-11-08 and applicable AWS D1.1 code, except if noted above. , ~"""'~ Reviewed By: -~ ':&/h_ ~~btfe'~~ Structural Steel Supervisor c; Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-maii) Oregon Military Dept. - (e-mail) City of Springfield DAW: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 andfor 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 NN Cornell Avenue.' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991 29540 B Airport Road' Eugene, Oregon 97402. phone(541)6~849' fax (541) 684-3851 63050 Corporate Place, Suiie 2 ' Bend, Oregon 97701 . pholle(54 i) 3824844.. fax (541) 382-4846 S'r fJfEJ 1I.,,,,,,,,t"''''''''''.'ll!l Geo1echnical & Conslruclion Servires Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-Strength BoltinQ 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.: 07-22-08 2077102 E-20683 D. Webber 93050801 AWS CWI Field: 0 Inside_ [S..QM2007.-00828 I Inspection of: Fabricator .or Erector: Contractor: Welding Ecklund Industries Wildish Buiiding Co. Shop: Itf Weather: BP No.: Performed visual inspection on the following fabricated structural steel (6) columns and (2) purlins'Portico addition. Completed welds were checked for size, length, profile and location. Welding is in-progress on frame structures: 20-2, 30-3, 40-4, 41-4 and 50-5, and pending final inspection where welding is complete. 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 and applicable AWS D1.1 code, except if noted above. Reviewed By: 1~(L((Ir Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) City of Springfield DAW: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. 750 NN ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991 ..29540 B Airport Road' Eugene, Oregon 97402. phone (541) f384..3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~J t). ... ......, """'i*!r,, '. .:... Geoted1nical & Conslruclion Servires Compressive Strength of Concrete (ASTM C 39) .1~'lmfl;"'m~'.;"IIIJ~.II'I. CLIENT Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway . Springfield,_OregQ!!"~ B.P. NO. [C-9M2007-001l28 .. ~ " DATE PROJECT NO. REPORT NO. 07-18-08 2077102 5955 DATE CAST 07-11-08 CAST BY 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 77"F YARDAGE 5.0 OF 5.0 TIME' 11:10AM AIR TEMP 71"F WEATHER . Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Portico footin9s and pedestals except pedestal at southwest corner. TEST DATE 07-18-08 08-08-08 08-08-08 Hold AGE (DAYS) 7 28 28 AREA (IN.') 12.56 WEIGHT fLBSl 8.3 TOTAL LOAD fLBS) 54500 I I I COMPRESSIVE STRENGTH (PSI) . 4340 AVERAGE STRENGTH (PSI) TIME OF TEST 8:05 AM TYPE OF FRACTURE- 3 .*1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results. Reviewed By: /JJ.h'.~ Michael L. Meyer . Technical Mana9 r c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (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 and/or material evaluated: As such, information contained herein shaH not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, 'lnc.'s written authorization. 7fiJ NN CanelI Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 ' phone (541) 684-3849 . fax (541) 684-J851 63050 Corporate Piace, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-4846 <;s f},.....) <,',.".rr ,..",-. Page. 1 of 1 IU.'IINri;~m.':n'IlIIU.W!l Geotechnical & Conslruclion Services 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 Dat~: Project No.: Report No.: Inspector: 10 No.: 07-14-08 2077102 E-20591 R. Marjama 5235029-49 ICC Inspection of: Epoxy Anchors Contractor: Wildish Building Co. Weather: Part!LC.IQ.!J.2Y. BP No.: LsC!.r'-:E2.o~-Q.Q8~~ Continuous Inspection: 0 Periodic Inspection: 0 Pe.rformed.continuous inspection during installation of twelve (12) 3/4".x 12" all-thread anchors for column base connections ai lines 8A, 8B, and 8C in maintenance shop addition and two (2) 5/8" x 10" all-thread anchors for embed for wall to roof connection at line C1 in new building. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Verified embedment depth of 9" for the 3/4" anchors and 4" embedment depth for the 5/8" anchors. All anchors were secured with Hilti Hy 150 Max epoxy (expiration date 08-08). All anchors to be left undisturbed until epoxy has set. To the best of our knowledge, the work inspected was in accordance with plans dated 06-28-07, RFI #49 dated 06-27-07 and applicable workmanship provisions of the I.B.C:, except if noted above. Reviewed By: A, ~~ Michael L. Mtler Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 written authOrization. 7fiJ NN CarlaJAvenue' CoIvaIfIS, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540BAirpatRoad' Eugene, Oregon 97402 . phone(541)~ .fax(541)684-3851' 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ..>S 41,..~,..~J' ~4'_ Page 1 of 1 .nl,'IUIC1;"I~.'~alIIIHilm. Geotechnical & Cons1ruclion Servires 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.: 07-11-08 2077102 E-20573 A. Fenstermacher 5258882-49 ICC " Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Clear...~ _~~ ~ BP No.: , -COM2007-00828 '---~'"' ',- - ....' Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for portico footings and pedestals. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. . Observed the placement'of 5.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1 K) in areas listed above. Concrete was placed directly from the truck and was mec:hanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Ian (WBC) was notified of on-site test resuits: slump 5"; concrete temperature 77F; air temperature 71 F. Note: pedestal at southwest corner was not poured. Ian 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: j);. '1(,~ Michael L.- Me{lr Technical Manager c: Barrantine Bates Lee - (e,mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 'Nritten authorization. 7fiJ NN CanE>J Avenue' CoIvaIlis, Oregon 97330, phone (54) ) 757-4698 . fax (541) 757-2991 29540 BAirportRoad . Eugene, Oregon 97402 . phone (541) f384;3849 . fax (541 )684-J851 63050 Corporate Place,.Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 S/ A:1....~ ~rtl Page 1 of 1 "lo'lltlct;ll~~,n'IIIi~lIl1lltl Geotechnical & Conslruclion Servires , ,Report of Inspection Services Welding/High-Strength BoltinQ Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkw<:lY Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 07-09-08 2077102 E"20561 C. Walpole 01040131 AWS CWI Field: 0 Clear (COM2007~()0828 ! \..--- --. _.... .......-' . '- "-- Inspection of: Fabricator or Erector: Contractor: Welding Re-Inspection Hathaway Wildish Building Co. Shop: 0 Weather: BP .No.: , Performed re-inspection of the cross strap connection at cor~ersi(per detail 2/S-701) noted in FEI report no. E20517, dated 07-07-08. Welding was completed at these connections. . Completed welds were checked for size, length, profile and location. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conform ante with structural drawings dated 06-28- . 07 and applicable AWS D1.3 code, except if noted above.' . Reviewed By: k~ Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. :... (e-mail) ,City of Springfield DAW:jw .' . - . . ~ . 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 andlor material evaluated. As such, information contained herein shall not be-reproduced in part orfutl andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s, 'Mitten authorization. . . h 750 NN 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)6~51 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) ~82-4844' fax (541) 382-4846 ~pr. ~rtl II~''''''I;.''''''.'''''.'''. . Geotechnical & Conslruclion Servires S..J Page 1 of 1 Field DensitvTest Results - ASTM 0 2922 Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428. Eugene, Oregon 97401 Date: Project No.: Report No.: B.P. No.: LCAFRC Compiex Ph)1 3110 Pierce Parkway Springfield, Oregon Project: 06-26-08 2077102-700 E"20446 - C~~ry12007 -09828 ' MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 144.6 pcf, at 7.7% m'oisture was furnished by client for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). Remarks: Tony Dean (Wildish Building Co.) was advised of test results. Reviewed By: 11.';{,~ Michael L~ Mi),r Technical Manager c: Barrantine Bates lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfieid MLM:jw. This report and/or enclosed test data is the confidential property oftbe client to whom it is addressed and pertains tc!, the specifi~ process and/or material evaluated. As such, infonnation contained herein shall not be reproduced in part offuU and/or any part thereof be disclosed without f.EI Testing & Inspection, Inc. 's written 8ulhorization. 750 NW Cornell Avarue' CorwIIis, Oregon 97330' phone(541) 7574698' lax (541) 7S7-2YJ1 29540 BAirportRoad' Eugene, 0reg0n97402 'phone(541)684-3849 'fux(541)684-3851 63050 Corporate Place; Suite 2. Bend, Oregon 97701 . phone (541)382-4844 . fax (541) 382-4846 . ~ ~.~~'I. ~.,..... 11~'lmrt;"I~""lI;.IIII~'_ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. . CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED >.1 Geotechnical & C6nstruclion Servires Conjpressive Strength of Concrete (ASTM C 39) 05"28-08 . CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 40-1K CEMENT MAX SIZE AGG. AEA . AIR CONTENT 2 TICKET NO. . 3158024 SLUMP 43/4" 750F YARDAGE 9.0 OF 26:0 TIME 1:45 PM 73"F WEATHER Partly Cloudy , SPEciMEN STORAGE ASTM C31 BLM loading dock footings; ramp wall footings and retaiping wall footings near NW comer of buildin9. PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway; Springfield; Oregon i (COM2007~00828 ..."/ (......e_~ _r,; :' DATE PROJECT NO. REPORT NO. 06-24-08 2077102 5903' Mr. Jim Thomas Wildish Buildin9 Co, P.O. Box 7428 EUgene, Oregon' 97401 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) . LOAD (LBS) STRENGTH (PSIl 06-03-08 7 12.50 8.4 52000 .4160 06-24-08 28 12.50 8.4 77200 6180 06-24-08 28 12.50 8.3 76200 6100 Hold B.P.NO. From retainin9 wall footing. AVERAGE STRENGTH (PSI) TIME OF TEST 8:00 AM 9:30 AM 9:35 AM 6140 "1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal I. 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wildish Buildin9 Co.) was advised of on'site test results. Reviewed.By: ilt. ':i.~- Michael L. ~eyeV Technical Manager c: Barrantine Bates Lee - (e-maii) kpff Consulting Engineers - (e-mail) Ore9on Military Dept - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 05-29-08 4" x 8" Knife River 3/4" TYPE OF FRACTURE- 1 3 3 This report 8n:d/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 shalf not be reproduced in part or full and/or any part. thereof be disclosed without FEI Testing & Inspection, Inc.'s,written authorization. I . 7fiJNN CarlaJAvenue' CavaJIis, Oegon 97330, phme(541) 757-4698, fax(541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, phme(541)684-3849 .fax(541)684-J851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 " S'o$; SFEI 1I~'""";.""illlll'."'. Geotechnical & Construction Servires Page 1 of 1 Field Density Test Results - ASTM D 2922 "REVISED REPORT 06-13-08 . Client: Mr. Jim Thomas Wild ish Buiiding Co. P.O. Box 7428 Eugene, Oregon 97401 Project: Ii LCAFRC Complex Ph. II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 06-11-08 20771 02~700 E-20320 r.c~~2~07'00828 ] ./' MOISTURE/DENSITY DATA: AASHTO T180" - Maximum Dry Density of 1'44.6" pel, at 7.7%" moisture was furnished by client for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). . -- --. i Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev. (pcf) Moisture ( pCf) Compaction" Requirement 1 30' E of Wend - near center N side FG 142.4 3.8 137.3 95.0 95.0 2 80' E of W end ~ near center S side FG 144.0 4.5 I 137.8 95.0 '95.0 . . 3 130' E of Wend - near center N side FG 139.8 4.1 134.3 93.0 95.0 4 180' E of Wend _ near center S side FG 137.8 3.2 133.6 92.0 95.0 5 230' E of Wend - near center N side FG 146.4 5.1 " 139.4 96.0 95.0 6 280' E of W end'- near center S side FG 142.9 4.2 . 137.2 95.0 95.0 7 330' E of Wend -:- near 7enter N side FG 146.1 3.3 141.4 98.0 95.0 8 380' E of Wend - near center S side FG 138.3 3.8 133.2 92.0 95.0 -- Tests performed at finished grade of base rock under asphalt paving along north side of site. Bolding denotes failing tests. Remarks: .Ian (Wildish Building Co.) was advised of test results. i! "test results were re-calculated using new moisture/density d.ata submitted by client on June 13, 2008. Reviewed By: jJ;. -(. Ou.u--- Michael L. ~eyt Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e:maii) Oregon Military Depl. - (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains t~ the specific process amI/or material evaluated. As such, information contained herein shall not be reproduced in part offuU andlor any part thereof be disclosed without fEI Testing & Inspection,_ Inc,'swritten authorization. 750 NW OmdlAv<nue' Corvallis, Oregon 97330, J:l1ooe(541) 7574ff!8 . fux(541) 757-2<:f!1 29540B Airport Rood . Eugene, Oregon 97402 'phrne(541)68+3849' fux(541)68+3851 6305.0 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844. fax (541) 3824846 ~/ ~fEl 11.'"1"",.,,""111'".''''' Geotechnical & Construction Servires Page 1 of 1 Field Density Test Results - ASTM 02922 Client: Mr. Jim Thomas Wildish Building 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.: 06-17-08 2077102-700 E-20368 -COM2007 -00828 MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 144.6pcf, at 7.7% moisture was furnished by client for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). ., Wet Dry Test Approximate Location Approx. Density Percent Density Percent Compaction No. Elev. (pct) Moisture (pct) Comeaction Requirement 1 380' E of Wend - near center S side (retest) FG 146.8 5.4 139.2 96.0 95.0 2 180' E of Wend - near center S side (retest) FG 143.2 3.4 138.4 96.0 95.0 3 130' E of W end ~ near center N side (retest) FG 144.1 2.9 140.0 97.0 95.0 Tests performed at finished grade of base rock under asphalt paving along north side of site. Remarks: Ian (Wildish Building Co.) was advised of test results. Reviewed By: ;1i.~~ Michael L. Meyeil Technical Manager -- c: Barrantine Bates Lee - (e~mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 andlor material evaluated. As such, infonnation contained herein shall not be reproduced in part of fuli and/or any part thereofbe disclosed without FEI Testing & lnspectioll, Iilc. 's written authorization. 7:fJ NW ComeIl Avenue' CavaIIis, Oregon 97330, jilone(541) 757-4$8' fux (54 t) 757-2'1)1 29540 BAiIpOORoOO' Eugme, 0reg0n97402 'phooe(541)684-3849' fux(541) 684-3851 63050 CorpornlePlace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 SFEl S3 .1~11Irlfl;tl~..':i:lllfJiI.l~t. Geotechnical & Consbudion SeMces Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. Jim Thomas Wildish cBuildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE I 06-03-08 c I 06-24-08 I '06-24-08 Hold AGE (DAYS) 7 28 28 05-28-08 CAST BY DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 40-1 K CEMENT MAX SIZE AGG. AEA AIR CONTENT 2 TICKET NO. 3158024 SLUMP 43/4" 75"F YARDAGE 9.0 OF 26~0 TIME 1:45 PM 73"F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31 BLM loadin9 dock footings; ramp wall footin9s and retaining wall footings nea'r NW corner of buildin9. LCAFRC Complex' , Phase II 3110 Pierce Parkway Sprin9field,Oreg9n _ 'COM2007 -00828 c ,.----.- 06-03-08 2077102 5903 05-29-08 4" x 8" Knife River 3/4" From retaining wall footin9. AREA (IN.') 12.50 -'1 7' End Cones 2- Cone/Split WEIGHT (LBS) 8.4 AVERAGE STRENGTH (PSI) TYPE OF c FRACTURE~ TOTAl LOAD (LBS) 52000 . I I I COMPRESSIVE STRENGTH (PSI) 4160 TIME OF TEST 8:00AM 3 - Columnar 5 - Side (top and bottom) 6 - Side (lop or bottom) 4 - Diagonal REMARKS: Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: iJ1.~.~ c _ Michael L. M~ye/J----- Technical Manager c: Barrantlne Bates Lee - (e-mail) kpff Consullin9 En9ineers - (e-mail) Ore90n Military Dept. - (e-mail) Knife River - (e,mail) City of Springfield MLM:jw ThiS report ana/or enclosed test aata'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 no~ be reproduced in.part or full and/or any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 7fiJ NN Cor1'1eI Avenue' CoIvaIrlS, Oregon 97330 . phone (541) 757-4698. fax (541) 757-2991 29540 BAirportRoad c Eugene, Oregon 97402 . phone (541) 684,1849 cfax(541)684-J851 '63050 Corporate Piace, Suite 2. Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846 ~"Pil' ~tt ~F Page 1 of 1 .' Daily Field Report G.-v~ ",icqI & CiJnstrucIion Servires .1:"'.INtf;olII1~..'~;allmUll Client: Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, 0regon Date: Project No.: Report No.: Inspector: 10 No.: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Partiy Cloudy BP No.: rC.~~!q(j7:008~8, Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for ramp, wall footings and retaining wall . footing near northwest corner of building. Reinforcing steel was checked for grade, size, 'laps, quantities, locations, ties, supports and clearance. Observed the placement of 26.0 cu.lyds. of Knife River 4000 psi concrete (Mix 40"1 K) in areas listed above and BLM loading dock footing. Concrete was placed directly from the truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test 'cylinders. Ian (WBC) was notified of on-site test results: slump 4 3/4"; concrete temperature 75f; air temperature 73F. " ,. . i "fan 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, emaii from; EOR dated 05-05-08 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ;1l.~.~ Michael L. Meyer Technical Manager c: BarrantineBates Lee - (e~maii) kpff Consulting Engineers _ (e-mail). Oregon Military Dept. - (e-mail) City of Springfield " . MLf';1:jw 05-27-08 2077102 E-20147 A. Fenstermacher 5258882-49 ICC 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 reprod!Jced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection,lnc.'s.written.a.uihorization. .!fiJ NN CarlaJAvenue' CoIvaIlis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . pha1e (541) 684J849 . fax (541 )684;3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 I).... "'1*'1 ..."""fr ,;',.. '1;"'II~Irt';4IiI\~':iI~'IIII~.IH. CLIENT <;;.{ Geotechnical & Cons1ruclion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9fieid,Ore9on_. ,- -. - J B.P. NO. ,COM2007-00?2l!- _: l_.. -. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED 04-21-08 CAST BY A. Fenstermacher ., 4000 psi 4000 psi SACKS 314065 CEMENT AEA, WRA, Hot Water 2 TICKET NO. 60002392 70'F YARDAGE 10.25 OF 44.0 37'F WEATHER Showers Carport slab on 9rade on. north side of building Near northwest corner. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) tiN.') (LBS) LOAD (LBS) STRENGTH (PSn 04-28-08 7 12.50 8.4 40800 3260 05-19-08 28 12.62 8.5 66000 5230 I 05-19-08 28 12.62 8.5 60600 4800 Hold I .. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E - Columnar REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results. Reviewed By: ;1;. x: Jtw ~ Michael L. ~eyff r Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Eugene Sand and Gravel City of Springfield MLM:jw DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (Psn TIME OF TEST 10:35 AM 3:55 PM 4:00 PM 05-19-08 2077102 5834 04-22-08 4" xB" ESG 3/4" 4.0% 5" 8:00 AM ASTM C31 TYPE OF FRACTURE- D A A This report and/or enclosed test data is the confidential property of the client to whoin 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. 5015 7fiJNN CarlaJA\oeI1ue' CcMlilis, Oregon 97330. pha1e (541) 757-4698. fax(541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, phone (541 )684-3849' fax (541)684-J851 . 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846 ~ S. .'., PP) " .,... ..f'.... Page 1 of 1 11~'llfltf:"I~.'III.IIIJ\'.IH. Geotechnical &,Conslruclion Services Daily Construction Report Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 05-16-08 Wildish Building Co. 3110 Pierce.Parkway Project No.: 2077102 P.O. Box 7428 Springfield, Oregon Report No.: E-20044 Eugene, Oregon 97401 . Ins'pector: M. Meyer 10 No.: Inspection of: Sitework Weather: Clear/72O Continuous Inspection: 0 Contractor: Wildish Building Co. B.P. No. COM2007 -00828 Periodic Inspection: 0 Met on-site with WBC representatives to witness a, proofroll on the exposed subgrade soils in the remainder of the northwest light-duty pavement area. The proofroll was conducted with a loaded double-axle dump truck weighing approximately 40000 Ibs. at the proposed finished 5ubgrade elevations. No deflection was visible and no tracking (rutting) occurred under the wheel loads, indicating that the exposed surface materials are relatively firm and stable, at this time. Reviewed base rock thickness and compaction .requirements on approved drawings with Tony Dean (WBC). Mr. Dean was asked to notify our office when additional services are needed. Reviewed By: ;J;.~.~-- Michael L. Mey'lfl- Technical Manager c: Barrantine Bates Lee - (e-mail)' kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfieid MLM:jw , 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 FEl Testing &.tnspection, Inc.'s written authorization. 7fiJ NN Q:xneIIAvenue' CavaDis, Oregon 97330, pha1e(541) 757-4698 'fax(541) 757-2991 29540 BAiI]XlrtRoad. Eugene, Oregon 97402 . pha1e(541) 684,3849 'fax(541)684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 . D S. " . ,...rl .~' '..... ",'. Page 1 of 1 11~'lltirt;.'ilt,,':.i=..lllt.lll. Gcv:c...:',,1icaI & Conslruclion Servires Daily Construction Report Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 05"15-08 Wild ish Building Co. 3110 Pierce Parkway Project No,: 2077102 P.O. Box 7428 Springfield, Oregon Report No.: E-20029 Eugene, Oregon 97401 Inspector: A. Fenstermacher 10 No.: Inspection of: Sitework Weather: Clear/70'-85' Continuous Inspection: 0 Contractor: . WildishBuilding Co. B.P. No. ' COM2007~60828 Periodic Inspection: 0 Met on-site with Tony D.ean' (WBC) to observe subgrade preparation of parking area in northwest corner of site, A proofroll was conducted using a fully loaded double axle dump truck weighing approximateiy 40000 Ibs. from west end to first planter to the east. No deflection was observed and no tracking occurred under the wheel loads, indicating that the existing surface maierials are relatively firm. and stabie at this time. . Mr. Dean was asked to notify our office when additional services are needed. Reviewed By: ;JJ.~~ Michael L. M~ye(J - Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon MIlitary Dept. - (e-mail) City of Springfield MLM:jw This report andlarenclosed test data is the confidential property of the client to whom it is addressed and pertains to th'e 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 authoriiat[on. 7fiJ NN ComeIIAvenue' ColvaIIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad . Eugene, Oregon 97402, phone (541)fl84-3849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701.. phone (54.1) 382-4844 . fax (541) 382-4846 A1=:~'~ ~".. .1~'lIjlrt;"I,..,:nalllh'IIIH" CLIENT $J Gov;"";, .i;aJ & Conslruclion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Ore90n B.P. NO. CCOM2007 :00828 04-21-08 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 314065 CEMENT AEA, WRA, Hot Water 2 TICKET NO. 60002392 70"F YARDAGE 10.25 OF 44.0 37'F WEATHER Showers Carport slab on 9rade on north side of building Near northwest comer. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) fiN.') (LBS) LOAD (LBSl STRENGTH (PSI) 04-28-08 7 12.50 8.4 40800 I 3260 05-19-08 28 I 05-19-08 28 I Hold I ..A-Cone B-Cone/Split C-ConeShear O-Shear REMARKS: Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: /iI. ';(. ~ Michael L. Meyl! Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore90n Military Dept. - (e-maii) Eugene Sand and Gravel City of Sprin9field MLM:jw DATE PROJECT NO. REPORT NO. 04-28-08 2077102 5834 04-22-08 4" x 8" ESG 3/4" 4.0% 5" 8:00 AM ASTM C31 TYPE OF FRACTURE- D 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 andlor material evaluated. As such, information contained herein shall not be raRroduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authoriZation. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 10:35 AM E-Columnar 7fiJ NN CanE>J Avenue' CavaIiis, Oregon 97330, phme (541) 757-4698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~".' '--'J .. ",- F'rrF ... .,", ";,:I:!' Geotechnical & Conslruclion Servires .1:"IIHrI:.I~lIo"l;'l'II'n.ln\i Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Comp.lex Phase II 3110 Pierce Parkway Springfield, Oregon Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Showers BP No.: CC~OM20()7-00828 ~ Page 1 of 1 Daily Field Report Date: Project No.: Report No.: Inspector: 10 No.: 04-21-08 2077102 E-19736 A. Fenstermacher 5258882-49 ICC Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for carport slab on grade on north side of the building. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. Ian (WBC) stated that anchor bolts would be 'wet-set'. Observed the placement of 44.0 cu.lyds. of Eugene Sand and Gravel 4000 psi (Mix 314065) concrete in areas listed above. Concrete was placed directly from the truck and was mechanically consolidated. Ian. was notified of on-site test results: siump 5"; concrete temperature 70F; air temperature 37F; air entrainment 4.0%. . . Ian 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 11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above. ) Reviewed By: M~~,~(!;r Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield. MLM:jw 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. 7fiJNN CarlaJAvenue' CoIvaIIis, Oregon 97330. pha1e(541) 757-4698. fax(541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, pha1e (541) 684-3849 . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4844 . fax (541) 382-4846 \) .., ,'>PP.l I...... ' ... .,..'IIIli 11~'1Ii1":~11~"'''1'''.''1'' Coub;; ,,1iCaI & ConstrucIion Services Page 1 of 1 'Report of Inspection Services Weldina/Hiah-Strenath BoltinQ 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.: 04-15-08 2077102 E-19685 C. Walpole 01040131 AWS CWI Field: .Ii'l Overcast.. " ~COM2007-00828 (, .- -.-----.....- Insllection of: Fabricator.or Erector: Contractor: Welding Hathaway's Wildish Building Co. Shop: 0 Weather: BPNo'.: Performed visual inspection of weided jamb studs per RFI #227. Prior to inspection, reviewed drawings and welder certifications for E71T-11 F.C.AW. process. Welding was completed at second floor to roof level at (2) locations at the window west of line 1, between B.5 and C, and (3) locations at the windows on line A, between 20 and 21. Completed welds were checked for size, length, profile and location 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 structural drawings,approved change orders and applicable AWS D1.3. code, except if noted above. Reviewed By: ~t~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpffConsulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed al'ld pertains to the specific process and/or material evaluated. As such, information contained herein shall no~ be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 7fiJ NN Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4898, fax (541) 757-2991 29540 BAirport Road, Eugene. Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 '<;;r ~fEl Page 1 of 1 11:"ln\II'l;.11~'Il;'IIII~IiIn" Geotechnical & Conslruclion Seniici3s Field Density Test Results - ASTM D 2922 Client: Mr. Jim Thomas Wildish Building 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.: 04-08-08 2077102-700 E-19594 (~2()Qi:()6.8~~ .) / MOISTURE/DENSITY 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 Com'paction No. Elev. (pcfl Moisture (pcfl Compaction ReQuirement_ Under Slab 1 Near lines 16.5F.5 FG 144.4 5.5 136.9 92.0 90.0 2 Near lines 15F FG 142.1 6.0 134.1 90.0 90.0 Continuous Footinas, 3 Near lines 15G FG 140.3 5.5 133.0 90.0 90.0 4 Near lines 15.5G FG 150.3 6.3 141.7 95.0 90.0 Truck Dock 5 Near lines 5F.3 467.00' ' 132.8 3.8 127.9 86.0 90.0 Tests performed at finished grade of base' rock under footings and siab on grade. Bolding denotes failing test. Remarks: Ian (Wildish Building Co.) was advised of test results. Reviewed By: j?J.~.~ Michael L. Mear Technical Manager c: Barrantlne Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 andlor material evaluated. As such, information contained herein shall not be reproduced in part offull and/or any part thereofbe disclosed without FEr Testing & Inspection, Inc. 's written authorization. 750NW Omdl Avarue' CorwIlis, <::lregoo 97330' pxne(541) 757-4fE8' fux (541) 757-299t 29540 B AiIpcrtRmj. Eugene, <::lregoo 97402 'pxne(541)684-3849' fux(541)684-3851 63050 COIpOratePlace, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fux(541) 382-4846 <:., ~",C,:=,~ kY;4~::~_1 .l~'II"Ii;ii".m..t1"."I!Il Geotechnical & ConsIrucIion Servires Page 1 of 1 . 'Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ 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.: 03-26-08 2077102 E-19448 R. Bowling 02120381 AWS CWI Field: Ii1I CRain_~- COM2007,008,2~ ) Inspection of: Fabricator or Erector: Contractor: Welding Hathaway's Inc. Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of back to back skip welded sheet metal studs at ground level, north electrical room openings. Completed welds were checked for size, length, profile and location. .Contractor. was asked to notify our offi.ce when additional services are needed. To the best of our knowledge, the work checked is in conformance with RFI #227 dated 02-28-08 and applicable AWS D1.3 code, except if noted above. Reviewed By: ~/UA Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Miiitary Dept. - (e-mail) City of Springfield ,,\t- DAW:jw RECEIVED MAR 3 1 2008 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 NW Cornell Avenue' Corvallis, Oregon 97330 . phone (541 ) 757-4898 . fax (541) .757-2991 . 29540 B Airport Road . Eugene, Oregon 97402. phone (541)684--3849' fax (541) 684.J851 . 630fiJ Corporate Place, Surte 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 fl. ..,., .....1. ',..,..'.,',.r,.~,', "." ,..I"?:. .,..:....... .1:lrl'II~lrum~'~~.I~IH.I~IUl CLIENT S'S ~ ",ica1 & Construction Servires Compressive Strerigth ,of Concrete .' (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 . PROJECT LCAFRC Complex Ph. II Operations Maintenance Shop 3110 Pierce Parkway Sprin9field, Oregon B.P. NO. C::OM2?0t:6oili8 p" DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCReTE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED 02-25-08 CAST BY. A. Fenstermacher 4000 psi, 4000 psi SACKS 40-1K CEMENT Hot Water, Non-Chloride, Accelerator -1 TICKET NO. 3093394 62"F . YARDAGE 10.0 OF 17.0 460F WEATHER Showers Perimeter footings. Near northeast comer. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE . DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTHIPSIl 03-03-08 7 12.56. 8.4 52700 4200 03-24-08 28 12.56 8.4 72400 5760 03-24-08 28 12.56 8.4 . 68300 5440 Hold DATE PROJECT NO. . REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSIl TIME OF TEST 12:25 PM 8:35 AM 8:40 AM 5600 .. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E - Columnar REMARKS: Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: (!l~~:(!:rr Technical Manager. c; Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore9on Military Depl. - (e-mail) Knife River - (e-mail) City of Springfield MLM;jw 03-24-08 2077102 5749 02-26-08 4"x8" Knife River 3/4" 41/4" 8;15 AM ASTM C31 TYPE OF , FRACTURE- C C D 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.'swritten authorization. 7fiJ NN CanE>J Avenue. CavaDis, Oregon 97330, phooe(541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phooe (541) 684J849. fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541)382-4846 ~~PI' ~~L..... $S Page 1 of 1 Geotechrlicai & Constn.ictXJn Servires Report of Inspection Services Welding/High-Strength Boltin9... U:"'fIl~lrI;.I!..,:.~.ltll\'.I~11JI 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.: Inspection of: Fabricator or Erector: Contractor: Welding Ecklund Industries . Wildish Building Co. Shop: 0 Weather: BP No.: 03-19-08 2077102 E-19371 R. Bowling 02120381 AWS CWI Field: Ii1I Rain --- -- ""' (~CO..M2007~00828 / Performed visual inspection of stitch welds on sheet metal studs for frame opening at grid line 22/D above rifle range per RFI #227 dated 02-28-08. Also, inspected flare bevel welds on joist to HSS beam above south opening in southwest penthouse per RFI #246 dated 03-14-08. Completed welds were checked for . size, length, profile and location. 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 RFl's noted above and applicable AWS D1.1 and D1,3 codes, except if. noted above. Reviewed By: . ~/~ Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-maii) City of Springfield DAW:jw 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. . 7fiJ NN Comell Avenue. Corvallis, Oregon 97330, phone (541)757-4898 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 68+3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 .' " .,." .....-.) . Fr ,...,,~r, ".... 11:t.'IUI";.I~ll'lI;.IIII~.m" CLIENT Sf Geotechnical & Construclion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Ore9on B.P. NO. @6M2007-~a,28.' 02-15-08 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 40-1K CEMENT AEA; Hot Water; Non-Chloride Accelerator 2 TICKET NO. 3090204 630F YARDAGE 10.75 OF 53.75 320F WEATHER Clear East penthouse slab on deck. Near lines 19.5A.5. DATE PROJECT NO. REPORT NO. 03-14-08 2077102 5732 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME . SPECIMEN STORAGE 02-16-08 4" X 8" Knife River. 3/4" 4.3% 4 3/4" 8:10AM , ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL . COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 02-22-08 7 12.50 8.3 54300 4340 1:05 PM D 03-14-08 28 12.56 8.3 63800 5080 8:15AM D 03-14-08 28 12.56 8.3 60300 4800 4940 8:20 AM D Hold -A-Cone B-Cone/Spllt C-ConeSl1ear D-Shear E - ColurMsr REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results. Reviewed By: ;JJ .~~ ---- Michael L. .Me~ Technical Manager Barranline Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfieid / c: MLM:jw RECEIVED MAR 2 4 ZOOS 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, Inco's written authorization. 7fiJ NN CanE>J Avenue' CavaIIis, Oregon 97330, p"ooe(541) 757-4698, fax (541) 757-2991 29540 BAirpat Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .' .:.........)' . il>:.. r-.-:7 ,:,,'~""f..,'~. .. . ....F: .' " '" . :; : ~ ; : : - 11~'IUI";41h\~'~:'"m.I~W CLIENT yJ Geotechnical & Construdion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Bulldin9 Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT . LCAFRC Complex Phase II 3110 Pierce Parkway _Sp~ngfield, Oregon -.......-_.~ -- B.P. NO. ! COM2007 ~00828 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCA liON LOAD 4 SAMPLED ---""--'" 02-14-08 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 40-1K CEMENT HotWater, Non-Chloride Accelerator; AEA 4 TICKET NO. 3090162 61" F YARDAGE . 10.75 OF 70.0 36" F WEATHER Clear Center penthouse slab on deck. Near lines 11.5B. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) tlN.'l (LBS) LOAD (LBS) STRENGTH (PSIl 02-21-08 7 12.50 8.2 50900 4070 03-13-08 28 12.43 8.3 60100 4840 03-13-08 28 12.43 8.3 61800 4970 Hold ... A - Cone B . Cone/Split C - Cone Shear D ~ Shear E - Columnar REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results. Reviewed By: f1~?f~(!:o-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore90n Military Dept. - (e-mail) Knife River - (e-mail) City of Sprin9field MLM:jw DATE PROJECT NO. REPORT NO. 03-13-08. 2077102, 5730 02-15-08 4" x8" Knife River 3/4", 5.5% 51/2" 8:15AM ASTM C31 TYPE OF FRACTURE- D A D 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 & Inspectio'n, lnc.'s written authorization. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE \ AVERAGE STRENGTH (PSI) TIME OF TEST 8:50 AM 9:10AM 9:15AM 4905 7fiJ NN ComeIIAvenue' CoIvaIis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991 29540 BAirpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541 )684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 c;s . / A:1p....~ .r!~ .1~'ml~;,;~.~~~iulIl'.ml. Gcvw 1l1ica1 & Cons1rudbn Servires Page 1 of 1 Report of Inspection Services' Welding/High-Strength Boltin~ 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.: 03-10-08 2077102 E-19266 R. Bowling 02120381 AWS CWI Field: 0 Par:!ly Clo,LLdy i. .G..Q.M6Q07:Q0828 Inspection of: . Fabricator or Erector: Contractor: Welding Hathaway's Inc. WildishBuilding Co. Shop: 0 Weather: BPNo.: Performed visual inspection of back-to-back sheet meal studs for southwest penthouse header frame at south and west openings using E71T-11 F.C.AW. process. Completed welds were checked for size,. length, profiie and location. 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 RFI #227 dated 02-26-08 and applicable AWS D1.3code, except if noted above. '. . Reviewed By: Ut:4I! Structural Steel Supervisor c: Barrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client to wh6m it is addressed and pertains to the specific proc~ss 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.'~ written authorization. , 7fiJ NN 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 630fiJ Corporate Place, Suite 2 . Bend, OreQon 97701 . phone (54'1) 382-4844 . fax (541) 382-4846 . . ~ .....""') '",~r , .4:,- .1~'llfjrt;lIl~..,~;alllh'.I~l" , CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACE.D .PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED o Geotechnical & Conslruclion Services Coh1pressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex, Phase II 3110 Pierce Parkway Springfield, Orego",-- B.P. NO. ;COM200i~o0828' , l . DATE PROJECT NO. REPORT NO. 03-10-08 2077102 5713 02-12-08 4" x8" Knife River 3/4" 4.1% 4" 8:30 AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYS) (IN.') \LBS} LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 02-18-08 7 .12.43 8.4 57900 4660 7:40AM D 03-10-08 28 12.50 8.4 71800 5740 I 9:15AM D 03-10-08 28 12.50 8.5 69300 5540 I 5640 9:20 AM D Hold '1 , ....A-Cone B-Cone/Split C-Cone Shear D-Shearl E-Columnar Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Ore90n 97401 , .1.. 02'11-08 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 40-1K CEMENT AEA, Hot Water, Non-Chloride Accelerator 2 TICKET NO. 3090021 60" F YARDAGE 10.75 OF 51.50 41" F WEATHER Partly Cloudy West penthouse slab on deck. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE Near lines 6A 1. REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test resuit~. Reviewed By: /h, 't.~-- Michael L. ~e~eP . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 En9ineerS - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Sprin9field MLM:jw 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 NN CanE>J Avenue' Corvallis, Oregon 97330. phone (541) 7574698, fax (541) 757-2991 29540 BAirpatRoad. Eugene, Oregon 97402. phone (541) 68,4-3849 '. fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon97701 . phone (541) 382-4844 . fax (541) 382-4846 .......1 ,.'rt m.'lulrt;"lf~'~~'llllilllh'L. CLIENT >5 Geotechnical & Coostruction Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Ore90n 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LocATION LOAD 3 SAMPLED TEST DATE .02-11-08 W/C W/C 02-15-08 03-07-08 03-07-08 Hold' AGE (DAYS) 3 FC FC FC HC 28 LC 28 LC Hold 7:45 AM 4 cyls. ASTM C31 3 cyls. Field Cure Second floor slab on deck between lines 16 and 17.5, from A to E and between 17.5 and 22, from A to C. PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Ore90n ,-----.. - . B.P. NO. r COM2007-00828 CAST BY A. Fenstermacher 02-08-08 4000 psi 4000 psi SACKS 146 CEMENT Hot Water, 100 OZ, NC534, AEA 3 TICKET NO. 69' F YARDAGE 41' F WEATHER 6.0 336495 11.0 OF 200.0 Showers Near lines 16.5B. AREA (IN.'! 12.62 WEIGHT (LBS! 8.5 TOTAL LOAD (LBS! 26800 COMPRESSIVE STRENGTHIPSn 2120 12.56 12.56 12.56 8.5 8.5 8.5 62800 80300 80700 5000 6390 6430 .. A - Cone B - ConefSplit C . Cone Shear 0 - Sheer E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Cylinders moved by steel erectors 2 hours after casting. Revie~ed By: /h.'-1'7 Michael L. Meyer Technical Manager. c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) Knife River - (e-mail) City of Springfield DATE PROJECT NO. REPORT NO. 03-07-08 2077102 5708 02-09-08 4" x8" Knife River 3/4" 3.7% 5" TYPE OF FRACTURE- D A D C 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, lnc.'~ written authorization. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSn TIME OF TEST 7:30 AM 6410 10:45 AM 9:10AM 9:15AM 7fiJ NN CanE>J Avenue. CavaJ6s, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 55 ~" ...,'..,p.I'. ~..- GcvO:..,; ,,1icaI& Conslruclion Services Co~pressive Strength of Concrete , (ASTM C 39) ul~'mlC'f;4m.'nllllh'.I~IClI CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Oregon' .... -'-_.', B.P. NO.COM2007=60828 DATE PROJECT NO. REPORT NO. 03-07-08 2077102 5709 LOAD 11 SAMPLED 02-08-08 CAST BY A. Fenstermacher, DATE RECEIVED 02-09-08 f ' 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER ESG 146 CEMENT 6.0 MAX SIZE AGG. 3/4" Hot Water, AEA, 10 ozs. NC534 AIR CONTENT 3.7% 11 TICKET NO. 336520 SLUMP 4 1/4" 70' F YARDAGE 11.0 OF 200.0 TIME 10:30 AM 51" F WEATHER Showers SPECIMEN STORAGE ASTM C31 Second floor slab on deck between lines 16 and 17.5, 'from A to E and between 17.5 and 22, from A to C. Near lines 19A5. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) , STRENGTH IPSI). (PSI) TEST FRACTURE- . 02-15-08 7 12.56 8.5 59800 4760 I 10:05 AM D 03-07-08 28 12.56 8.5 I 73500 5850 9:20 AM C 03-07-08 28 12.56 8.5 I 71100 5660 ' I 5755 9:25 AM D Hold I "'A-Cone B - Cone/Split C - Cone Shear D-Sh6~rl\ E - Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: /l7.'1.~ Michael L. ';':yetJ- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) . City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to ~om 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 NN CarlaJAvenue' CoIvaI6s, 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 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ,. .--) "',' '..,..., ,ftF.",.,',I!r'". "':,' ,," .- ..' .... '.,;;:. 55 Gcv~ ",ica1 & Construdion Servires Compressive Strength of Concrete (ASTM C 39) .1~'m'rt:4l'I~~11i:lljllr.lfl. CLIENT PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Oregonj .. '-'-~,-~' --" B.P. NO. I COM2007-00828 03-03-08 2077102 5695 DATE PROJECT NO. REPORT NO. Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Ore90n 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE. ADDITIVES LOAD NO. . CONCRETE TEMP AIR TEMP CAST BY J. Keller DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-04-08 4000 psi 4000 psi . 40-1K SACKS CEMENT Hot Water, Non-chloride Accelerator 3 TICKET NO. . 3089848 58"F YARDAGE 10.75 OF 39"F WEATHER Overcast 168.25 POUR LOCATION Second floor slab on deck from lines 7 to 10, between, A and E. LOAD 3 SAMPLED. Near lines 7.5A.5. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE :: STRENGTH . DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) 02-07-08 3 FC 12.62 8.2 26000 2060 02-11-08 7 FC 12.62 8.2 44300 3510 W/C FC 02-11-08 7 LC 12.62 8.3 64100 5080 03-03-08 28 LC 12.56 ' 8.3 79200 6310 03-03-08 28 LC 12.56 8.3 78700 6270 6290 Hold Hold TIM.E OF TEST 8;05 AM 7:35 AM 7:40 AM 11:45 AM 11:50 AM ... A. Cone B- Cone/Split C. Cone Shear 0 - Shear:~ E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC- Field Cure Reviewed By: {!:~ ~~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 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 FEl Testing & Inspection, lnco's written authorization. 7fiJ NN CarlaJAvenue' Conia/Iis, Oregon 97330, phone (541)757-4698 . fax (541) 757-2991 29540 B AiI'JXl\ Road . Eugene: Oregon 97402 . phone (541)684-3849 . fax (541 )684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (5:41) 382-4844 . fax (541) 382-4846 02-05-08 4" x8" Knife River 3/4" 6.1% 6" 7:40 AM 4 cyls. ASTM C31 3 cyls. Field Cure TYPE OF FRACTURE- D D D C B .~i) ".'lhllrt;"aIU~'~UIIIJ\llIIlHW C€.vW d1ica1 & Consbuctbn Servires \. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLEO TEST DATE 03-03-08 03-24-08 03-24-08 Hold AGE (DAYS) 7 28 28 s..s Compressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex ~h. II Operations Maintenance Shop 3110 Pierce Parkw~y Springfield, Oregon i. B.P. NO. CCOM2057:o0828.. DATE PROJECT NO. REPORT NO. Mr. Jim Thomas' Wildish Buildin9 Co. P.O. Box 7428 Eugene, Ore90n 97401 02-25-08 CAST BY A Fensterm'acher 4000 psi 4000 psi SACKS 40-1K CEMENT Hot Water, Non-Chloride, Accelerator 1 TICKET NO. 3093394 620F YARDAGE 10.0 OF 17.0 460F WEATHER Showers Perimeter footin9S. DATE RECEIVED SPECIMEN SIZE SUPPLIER . MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE Near northeast comer. AREA (IN.') 12.56 AVERAGE STRENGTH . (PSI) TIME OF TEST. 12:25 PM WEIGHT (LBS) 8.4 TOTAL LOAD (LBS) 52700 I I I I COMPRESSIVE STRENGTH (PSI) 4200 i' -A-Cone B-Cone/Split C-ConeShear D-Shear!, E-Cotumnar REMARKS: Ian (Wild ish Building Co.) was advised of on.site test results. Reviewed By: ~~r1~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield V MLM:jw 03-03-08 2077102 5749 02-26-08 4"x8n Knife River 3/4" 41/4" 8:15AM ASTM C31 TYPE OF , FRACTURE- C This report and/or enclosed test data is the confidential property of the client to wh~m it is addressed and pertains to the specific process and/or material evaluated. As such, information contained hereir~ shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. I 7fiJ NN CarlaJAvenue. CavaDis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, phme (541) 684-3849 . fax (541)684-J851 630fiJ Corporate.Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 A.'I.....~ W'r.tl SJ Geotechnical & Constnx:tion SerVres " Compressive Strength of Concrete (ASTM C 39) 11""J~lrf;41I~..'~IIIIII~.I~I. CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway . Sprin9fieid, Ore90n~' B.P. NO. 'cOM2007-90~,~~ DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 1. A. Fenstermacher, 02-04-08 CAST BY 4000 psi . 4000 psi SACKS 146 CEMENT Hot Water, AEA, 10 oz. NC534 4 TICKET NO. 62'F YARDAGE 36'F WEATHER 6,0 336326 10.25 OF 1'74.50 Overcast POUR LOCATION Second floor slab on deck from lines 13 to 16, between A and E. LOAD 4 SAMPLED Near lines 13.5D.8. DATE PROJECT NO. REPORT NO. 03-03-08 2077102 5697 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-05-08 4" x 8" ESG 3W 4.2% 5" 8:00 AM 4 cyls. ASTM C31 3 cyls. Field Cure AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH. TIM E OF TYPE OF DATE (DAYS) (IN.') CLBS) LOAD (LBS) STRENGTH cpsn , (PSn TEST FRACTURE- 02-07-08 ,3 FC 12.62 8.4 20200 1600 8:15AM D 02-11-08 7 FC 12.62 8.4 43000 3410 8:00 AM D W/C FC 02-11-08 7LC 12.62 8.4 61700 4890 7:55 AM D 03-03-08 28 LC 12.56 8.5 85900 6840 . 12:05 PM C 03-03-08 28 LC 12.56 8.4 87100 6930 6885 12:10 PM C Hold Hold "'A-Cone B-Cone/Split C-ConeShear D-Shear;' E-Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: 1!~~J;;r- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) EUgene Sand and Gravel- (e-mail) City of Springfield MLM:jw 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, lnc.'s written authorization. 7fiJ NN CanelIAvenue' CavaDis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)l)84;3849 . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 "$S I), .....1 " ". .r" .. .. --.. ... ",. ",:f... Compressive Strength of Concrete (ASTM C 39) Gcu","'; " ,m & Conslruclion Servires . .1.'IUI~;tl~~'iI~'lIIl1'IIIH" CLIENT PROJECT LCAFRC Complex . Phase II 3110 Pierce Parkway Sprin9field, Oregon'. . B.P. NO. ~OM2007-00828 c..' Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 DATE PROJECT NO. REPORT NO. 03-03-08 2077102 5698 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 02-04-08 CAST BY 4000 psi 4000 psi SACKS 146 CEMENT Hot Water, AEA, 10 oz. NC534 10 TICKET NO. 630F YARDAGE 3rF WEATHER A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-05-08 4"x8" ESG 3/4" 4.5% 5" . 9:15AM 4 cyls. ASTM C31 3 cyls. Field Cure 6.0 560377 10.25 OF 174.50 Overcast POUR LOCATION Second floor slab on deck from lines 13 to 16, between A and E. LOAD 10 SAMPLED Near lines 15C. . . AVERAGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF fiN.') (LBS) LOAD (LBS) STRENGTH (PSI)' (PSI) TEST FRACTURE- 12.62 8.4 20800 1650 8:20 AM D 12.62 8.4 38800 3070 8:05 AM D 12.62 8.5 62300 4940 8:10AM A 12.56 8.6 79100 6300 12:15 PM B 12.56 8.6 78700 6270 6285 12:20 PM B AGE (DAYS) 3 FC 7 FC FC 7LC 28 LC 28 LC Hoid TEST DATE 02-07-08 02-11-08 W/C '02-11-08 03-03-08 03-03-08 Hold , " O. A _ Cone 8 _ Cone/Split C . Cone Shear 0 - Shear E . Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure . FC - Field Cure Reviewed By: fJJ .'/.~. ~ Michael L. -Mey(l--- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore9on Military Dept. - (e-mail) Eugene Sand and Gravel-(e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential propertY,of the client to ~om 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 fuff and/or any part thereof be disclosed 'Nithout FEI Testing & Inspection, Inc.:s written authorization. 1fiJ NN CanE>J Avenue. CavaDis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 : phone (541) 684-3849 . fax (541 )684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846 <;5' .'il 1I.'''',I1I''''''''''''"'.''lll CcvOo..; ..1ica1 & Conslruclion Services Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr. Jim Thomas. Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Comple~ Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: IDNo.: 02-26-08 2077102 E-19126 R. Bowling 02120381 AWS CWI Field: Ii1I _1"3!r!ly(:;lou9Y i COM2007-00828/ ------.~~-_.,- -~_.- Inspection of: Fabricator or Erector: Contractor: Welding/High Strength Bolts REFA Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of side plate and angle clip connections at roof level HSS beams. Inspected' Hilt! pins at roof decking grid lines A to C, from 10 to 13, A to C.5, from 18 to 22 and C to E from 22 to 26. Inspected puddle welds at canopy roof on grid lines E to F, from' 10.5 to 12.5. Also, at all locations noted above, the side seams are button punched and completed. The A325 high sirength boits were brought into tension at the second floor to roof between grid lines A and D, from 5 to 18. Contractor was asked to notify our office when additional services, are needed. To the best of our knowledge, the work checked is in conforman2e with drawings dated 06-28-07, A.I.S.C. manual and applicable AWS D1.1 and D1.3 codes, except if noted above. . Reviewed By: ~tll# Structural Steel Supervisor c: Barrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client to wh'om it is addressed and pertains to the specific process andler material evaluated. As such, information contained herein shall not be reproduced in part or full andler any part thereof be disclosed without FEI Testing & Inspection, Inc.:s written authorization. , 750 NN ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541)382-4846 5; ~'~~J" ...4..... n..'ml";~I~~'ln'IIII\'tim. G.:.v~ u 1ica1 & Consbuction Services .Page 1 of 1 , Report oflnspection Services ,WeldinQ/HiQh-Strenqth SoltinS.- Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Park\l1lay Springfield, Oregon I Date: Project No.: Report No.: Inspector: 10 No.: 02-28-08 2077102 E-19168 L. Postier 06120541 AWS CWI Field: Ii1I r-Clea,r~,~ U::O_M2007,00828 , Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection on the deck support and seat to wall!,connections at C/22 at second floor level per REI 2007, beam web opening stiffeners at 14.5/B and C at second floor level, stair #3 at B/22 ground floor to penthouse level, channel to wall catwalk supports line 22/C to E, #1 west elevator guide rail supports ground floor to roof level, cross bridging each side ot:'skylights lines 1 thru 22, from B.6 to C, horizontal tube steel to wall connections at main entry on the second, floor and penthouse louver frames p~r detail A1S-363 on lines 10, 18 and 22, from A to A.5, lower rpof to penthouse roof, Completed welds were checked for,size, length, profile and location, 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 06-28-07 and applicable AWS 'D1.1 code, except if noted above. I Reviewed By: 1II/1Iot Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report ~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 shall not be reproduced in part or full.and/or any part thereof be disclosed without FEI Testing & lnspe~tion, lnc.:s written authorization. 750 NN Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax(541)6~51 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 , , 55 .--1 .::-. lr'7F '':'''':,:f......'' '. .,. ., ..... . Page 1 of 1 j)}.1)Jtl~;~lIlj,,'~~'IIII~.I\'leII Geotechnical & Construction Servires Daily Field Report . Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiex Phase II Operations Maintenance Shop 3110 Pierce Parkway' Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 02-25-08 2077102 E-19115 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: _Showers. BP No.: I~ COM2007-00828 Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for perimeter footing. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. . . I , . Observed the placement of 17.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1K) in areas listed above. Concrete was placed by pump and was mechanically. consolidated. Cast one (1) set of four. (4) 4".x 8" concrete test cylinders. Ian (WBC) was notified' of on-site test results: slump 4 1/4"; concrete temperature 62F; air temperature 46F. Ian stated that anchor bolts would be epoxied at a later date. .' ( . To the best of our knowl<3dge; the work inspected was in, accordance with plans dated 11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Ih.i.~ ~ Michael L Me.Jc.--- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 FEl Testing & Inspection, Inc.'swritten authorization. 7fiJ NN ComeII Avenue' CavaIis, Oregon 97330. phone (541)757-4698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (5<\1 ) 382-4844 . fax (541 ) 382-4846 fS l1i6J Page 1 of 1 1I~'JlJflrt;"I~.'ll;"ltlll'IiIRf.!i G:.u~ u I~ '& Conslruclion Servires '. Report of Inspection Services. Weldina/HiQh-StrenQth Boltinq Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: L,CAFRC Complex Phase" 3110 Pierce Parkway . n Spnngfield, Oregon Date: Project No.: Report No,: Inspector: 10 No.: 02-22-08 2077102 E-19105 L. Postier 06120541 AWS CWI Field: 0 Overcast C~OM2007:b0828 Inspection of:. . ' . Fabricator or Erector: . Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection on the stair and landing to column: and fioor connections at the west stair ground level to mezzanine level. Completed welds were checked:for size, length, profile and location. Contractor was asked to notify our office when additional service~:are needed. To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28- 07 and applicable AWS D1.1 code, except if noted above. Reviewed By: ~ DaleA~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW: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 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, lnc.'~ written authorization. 750 NN ComellAvenue. Corvallis, Oregon 97330, phone (541) 757-4898 . fax (541) 757-2991 29540 B Airport Road, Eugene, Oregon 97402 : phone (541) 684-3849 . fax (541) 684--3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54;1) 382-4844 . fax (541) 382-4846 ~~RI' ~..- 11.'lt~lrf;4II~"'~;"lllltIlIH" CLIENT r5 Geotechnical & Conslrudion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 EUgene, Ore90n 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway ._Sprmgfield, Ore90n B.P. NO. ,COM2007-00828 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE,TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED 02-15-08 CAST BY A. Fenstermacher; 4000 psi 4000 psi SACKS 40-1K CEMENT AEA; Hot"Water; Non-Chloride Accelerator 2 TICKET NO. 3090204 63'F YARDAGE 10.75 OF 53.75 32'F WEATHER Clear East penthouse slab on deck. Near lines 19.5A.5. DATE PROJECT NO. REPORT NO. 02-22-08 2077102 5732 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-16-08 . 4" xB" Knife River 3/4" 4.3% 4314: 8:10AM, ASTM C31 I AVERAGE TEST .AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGT.H TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH lPSI)! (PSI) TEST FRACTURE~ 02-22-08 . 7 12.50 8,3 54300 I 4340 1:05 PM D 03-14-08 28 I I 03-14-08 28 I Hold I I' I .. A-Cone B - Cone/Split C*ConeShear Q-Shear E-Columnar REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test result~. Reviewed By: (1:1:. ~ Technical Manager c: Barranbne Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Sprin9field MLM:jw 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, Inco's written authorization. 7fiJ NN CanE>J Avenue' CavaUis, Oregon 97330, p'me(541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene. Oregon 97402 . p'me (541) 684J849. fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ...,,",PPJ. , ,. '.." itIi r , '4,-"; .'~'ttflrt;.lf"':'~lltll\l.m. Geotechnical & Cons1ruc:OOn Servires ss Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Date: Project No.: Report No.: Inspector: 10 No.: Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Inspection of: Fabricator or Erector: Contractor: Shop: 0 Weather: BPNo.: Welding REFA Wildish Building Co. 02-21-08 2077102 E-19099 L. Postier 06120541 AWS CWI Field: 0 Overcast @O~~2907 ~05828 -_../ Performed visual inspection on the girder and drag plate to column and joist to girder connections for the mezzanine roofs between jines A. 7 and C, from 10 to 13 and on A and C.5, from 18 to 22 and tube steel column to embed and tube steel frame at main entry. Completed welds were checked for size, length, profile and location. Also, performed. visual inspection on sheet metal roof decking between lines A and C, from 18 to 22 at the mezzanine level. Hilti pins and punch lock were checked for location and proper installation: . Contractor was asked to notify our office when additional services are needed. To the best of our knowtedge,'the work checked is in conformance with structural drawtngs dated 06-28- 07 and applicable AWS D1.1 code, except if noted above. Reviewed By: .dI/V Dale A. Webber Structural Steel Supervisor ( c: BarrantineBates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW: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 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 t-Nv Cornell Avenue' Corvallis, Oregon 97330, phone (541)757-4898' fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. . fax (541) 382-4846 S. ............1 ..... ..,.,,111'"":;;: ,. ,:~ .1~'llflrv;'I~,,"lill.II'J\\.II'I" CLIENT <;s 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, Ore9on B.P. NO. iCOM2007-00828' ,. DATE CA~T STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 02-14-08 CAST BY A. Fenstermacher: 4000 psi 4000 psi SACKS 40-1K CEMENT Hot Water, Non-Chloride Accelerator; AEA '4 TICKET NO. 3090162 61" F YARDAGE 10.75 OF 70.0 36. F WEATHER Clear Center penthouse slab on deck. LOAD 4 SAMPLED TEST DATE 02-21-08 03-13-08 03-13-08 Hold Near lines 11.5B.. AGE (DAYS) 7 28 28 AREA (IN.') 12.50 WEIGHT (LBSl 8.2 TOTAL LOAD (LBS) 50900 COMPRESSIVE STRENGTH (PSI) 4070 .. A. Cone B - Cone/Split C - Cone Shear 0 - S~ear I' E - Columnar REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results. Reviewed By: 11, '7(./k --- Michael L. "MeyV Technical Manager c: Barranline Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw DATE' PROJECT NO. REPORT NO. 02-21-08 2077102 5730 02-15-08 . 4"xS" Knife River 3/4" 5.5% 51/2" 8:15AM ASTM C31 . TYPE OF FRACTUREH D This report and/or enclosed test data is the confidential property of the client to who,m it is addressed and pertains to the specific process and/or material evaluated. As such. information contained herein shall no~ be reproduced in part or full and/or any part thereof be disclosed without.FEI Testing & Inspection, Inc.'~wrjtten authorization. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE' I I I AVERAGE STRENGTH (PSI). TIME OF TEST 8:50 AM 7fiJ NN CanE>J Avenue. CorvaJrIS, Oregori 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541) 684-J851 630fiJ Corporate Place, SUit~ 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 Ss_ f!}.,".'.' ,,' P,.'..J',. .....p '.'",'"", ~1~~~~~..III~.11l1fI Geotedmical & Construction Servires Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ 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.: 02-20-08 2077102 E-19067 R. Bowling 02120381 AWS CWI Field: 0 Inside_- '::.COM2007 -00828 , , ~ __L _ , Inspection of: Fabricator or Erector: Contractor: Welding. Metal-Some Fabrication Wildish Building Co. Shop: . It! Weather: BPNo.: Performed visual inspection of completed stair assemblies 509A, 510A and 511A. Completed welds were checked for size, length, profile 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 dniwings dated 02-05-08. and applicable AWS D1.1 code, except if noted above. Reviewed By: ~//tI~ Dale A. Webber Structural Steei Supervisor c: Barrantine ~ates Lee - (e-mail) kpff Consulting Engineers - (e-mail). Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client to wh~,m 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, Jnc.'s'written authorization. i 750 NN Cornel/Avenue. Corvaliis, Oregon 97330, phone (541),757-4898 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541)6~9' fax (541) 684-3851 63050 Corporate Place, Su~e 2 : Bend, Oregon 97701. . phone (541) 382-4844 . fax (541 ) 382-4846 0' (t,. " .p.) ,..... .... ",..f... Imll",..,.""mlllJ,h,. Geotechnical & Conslruclion Servia3s Page 1 of 1 Report of Inspection Servi.ces Weldina/Hiah-Strength Boltina Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: . LCAFRC Complex! Phase II 311 0 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 02-19-08 2077102 E-19057 , C. Walpole 5114210-85 ICC Field: 'Ii! Overcast \ COM2007:00828 '_~__' "_'~""'.l.,. . Inspection of: Fabricator or Erector: Contractor: Hilti Pins/High Strength Bolts REFA Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of Hilti deck fasteners and button punch in sheet metal roof decking between grid lines A and C, from 13 to 18. Pins were checked for location and proper installation per manufacturer's installation instructions. Joist welding and deck fastening are in-progress between grid lines A and C, from 10 to 13 and A to C.5, from 18 to 22. .... High strength bolting is in-progress at second floor to roof level between A and Don brace frame lines 5, 10,13 and 18. . Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked and in-progress is in conformance with structural drawings and applicable AWS D1.1 code, except if noted above. Reviewed By: tIt'JI~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon. Military Depl. - (e-mail) City of Springfield DAW: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 and/or material evaluated. As such, information contained herein shall not be rep-reduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s' written authoriZation. . 7fiJ NN 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) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54)) 382-4844 . fax (541) 382-4846 ~,', =:R:l w,:'. II;'lIf1!(fi;41I~Ir.':.'l"lfIIi.m. CLIENT rr GcvlcJ "1iCaJ & Consbuction Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Ore9on 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES . LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE 02-18-08 03-10-08 03-10-08 Hold AGE (DAYS) 7 28 . 28 PROJECT LCAFRC Complex Phase II 311 0 Pierce Parkway S_pringfield, Oregon, - COM2007 -00828 B.P. NO. ,. ,~ 02-11-08 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 40-1K CEMENT AEA. Hot Water, Non'Chloride Accelerator 2 TICKET NO. 3090021 60' F YARDAGE 10.75 OF 51.50 41' F WEATHER Partly Cloudy West penthouse slab on deck. Near lines 6A.1. AREA lIN.'l 12.43 WEIGHT lLBSl 8.4 TOTAL LOAD lLBSI 57900 I I I COMPRESSIVE STRENGTHlPSI) 4660 .. A - Cone B - Cone/Spilt C - Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test results. Reviewed By: Ih.';(.~~ Michael L. ~e"--:- . Technical Manager c: Barrantine Bates Lee:'" (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 7:40 AM 02-18-08 2077102 5713 02-12-08 4" x8" Knife River 3/4" 4.1% 4" 8:30 AM ASTM C31 TYPE OF FRACTURE- . D 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 n~t be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, lnco's written authorization. 7fiJ NN CorneIIAvenue' CorvaiTIS, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684.J849 . fax (541) ~1 63050 Corporate Place, Suite 2 ,Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ ..'.'..'P~l. .,....'.,,~r .,<...:'. 1I:"'Wlrt;.I~.~~;.ltllIl.IH. G.:.J..cv:-.nicaI & Construction Servires Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ 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.: Inspection of:. Fabricator or Erector: Contractor: Welding/Hilti Pins REFA Wildish Building Co. Shop: 0 Weather: BPNo.: 02-18-08 2077102 E-19054 C. Walpole 01040131 AWS CWI Field: Ii'! Clear ITO_M2007~O~i8-] Performed visual inspection of joist and girder connections at roof level from lines 10 to 22, between C and E and 13 to 18; between A and C. Completed welds were checked for size, length, profile and location. Also, inspected the remaining pins and button punch between lines A and E, from 7 to 10, which was noted in FEI report no. E-18993 dated 02-13-08, and from C.5 to E, between 13 and 22. 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 structural drawings and applicable AWS D1.1 code, except if noted above. Reviewed By: ~L~ Structural Steel Supervisor c: Barrantlne. Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail)' Oregon Military Dept. - (e-mail) City of Springfield DAW:jw 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 andfor 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 written authorization. 750 NN Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 684-3851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ...,.,,'..'..",'p..'......,"J. "f"'pF: "'" --. '.. . "" . . ... ":':';',. 11'a.'II~lrt;.lf~'W=.IIII~.I~I. CLIENT S-s Gw~ " ;col & Construdion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Ore90n 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfieid,yregon B.P. NO. lC.?~2067-00828-' DATE CAST STRENGTH. REQUIRED . STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION . LOAD 3 SAMPLED. TEST DATE 02-11-08 W/C W/C 02-15-08 03-07-08 03-07-08 .Hold AGE (DAYS) 3 FC FC FC 7LC 28 LC 28 LC Hold Knife River 3/4" 3.7% 5" 7:45 AM 4 cyls. ASTM C31 . 3 cyls. Field Cure Second floor slab on deck between lines 16 arid 17.5, from A to E and between 17.5 and 22, from A to C. CAST BY 02-08-08 4000 psi 4000 psi SACKS 146 CEMENT Hot Water, 100 OZ, NC534, AEA 3 TICKET NO. 69" F YARDAGE 41" F WEATHER OF. 200.0 A. Fenstermacher 6.0 336495 11.0 Showers Near lines 16.58. AREA (IN.') 12.62 WEIGHT (LBS) 8.5 COM PRESSIVE STRENGTH (PSI) 2120 TOTAL LOAD (LBS) 26800 DATE PROJECT NO. REPORT NO. 02-15-08 2077102 5708 02-09-08 4n x8" TYPE OF FRACTURE- D I 12.56 8.5 62800 5000 I 10:45 AM A I I I I J .. A - Cone B - Cone/Spllt C . Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Cylinders moved by steel erectors 2 hours after casting. Reviewed By: jIt; 'illk. -- Michael L. Me~~r rJ ~ Technical Manager c: Barrantine Bates Lee - (e.mail) kpff Consultin9 Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Sprin9field DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE . STRENGTH (PSI) TIME OF TEST 7:30 AM 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 & lnspec~ion, .Inc.'s written authorization. 7fiJ NN CanE>J Avenue' CoIvaI6s, Oregon 97330, pIme (541) 757-4698 . fax (541) 757-2991 29540 BAirpat Road . Eugene, Oregon 97402 . pIme (541)684-3849' fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 Mr. Jim Thomas Wild ish Building Co. . P.O. Box 7428 EUgene,-Ore9on 97401 (I)... . '., .....1. ..,',.."'".,,..,... . ,', ,.,,!I " :::.::.'~ .1~111~'I";..m,'~}.IIIJNIII~l' CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED TEST DATE 02-15-08 03-07-08 03-07-08 Hold AGE (DAYS) 7 28 28 ss Geotechnical & Construdion Servires Compressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex Phase II .3110 Pierce Parkway rSP.!ingfield,.oregon ~()M20_Q7 -00828 02-15-08 2077102 5709 DATE PROJECT NO. REPORT NO. B.P.NO. 02-08-08 CAST BY A. Fenstermacher DATE RECEIVED 02-09-08 4000 psi SPECIMEN SIZE 4" x 8'\ 4000 psi SACKS SUPPL.IER ESG 146 CEMENT 6.0 MAX SIZE AGG. 3/4" Hot Water, AEA, 10 OZS. NC534 AIR CONTENT 3.7% ' 11 TICKET NO. 336520 SLUMP 4 1/4" 70"F YARDAGE 11.0 OF 200.0 TIME 10:30 AM 51" F WEATHER Showers SPECIMEN STORAGE ASTM C31 Second floor slab on deck between lines 16 and 17.5, from A to E and between 17.5 and 22, from A to C. Near lines 19A5. AREA tiN.') 12.56 AVERAGE STRENGTH IPSIl TYPE OF FRACTUREH D WEIGHT fLBS) 8.5 TOTAL LOAD ILBS) 59800 COMPRESSIVE STRENGTH (PSIl 4760 TIME OF TEST 10.05 AM ... A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results. Reviewed By: A.~/Ju.u ~ Michael L. ~~y~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 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. 7fiJNN CarlaJAvenue' CavaIlis, Oregon 97330. phme(541) 757-4698. fax (541) 757-2991 29540 BAirport Road . Eugene, Oregon 97402 . phme (541) 684J849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ M.. ':. PiP) '.,....,...r . ,. ,:4. Page 1 of 1 11:"llfjrt;41I~~':il~'IIII~.lnll Geotechnical & Conslruclion Servires 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.: 02-15-08 2077102 . E-19026 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Clear BP No.: rCOM2007~00828 c....--- - Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for east penthouse slab on deck. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. Verified installation of welded wire fabric. Observed the placement of 53.75 cu.lyds. of Knife River 4000 psi concrete (Mix 40"1 K) in areas listed above. Concrete was placed by pump and was mechanically consolidated: Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site test results: slump 4 3/4"; concrete temperature 63F; air tem'perature 32F; air entrainment 4.3%. Mr. Dean 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 J.B.C., except if noted above. '..... Reviewed By: /J; . ';(~ ~ Michael L. ~ey(/- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consuiting Engineers - (e-mail) Oregon Military Dept. - (e-malJ) City of Springfield MLM:jw 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 bereproduced in part or full and/or "any part thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization. 7fiJ NN CanelIAvenue' CoIvaIlis, Oregon 97330, phone (541) 757-1698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oegon 97402 . phone (541)684-3849 . fax (541) 684-J851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ,;... ....I " ' ".... " .,,<"=>- . . ,1"[,:,,.., """,,,,,,.,,,,,,,,,'''.,,,. ~ ,nicaI & Construcli:Jn SeIvices ~ Page 1 of 1 Report of Ultrasonic Examination Date: Project No.: Rpt. No.: Technician: 10#: Shop 0 Weld 10: Joint 10: Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon :- BPtfCOM2007-00828 '- -"-".. "- Contractor: Wildish Building Co. Fabricator or Erector:iMetal'Some FabricatiOj, '- j location " t j &! . Ii '8 ~. ~ " 0 , " ! ~ s s ~ = .. ~ '" ~ ~ X 70. A X 70" A IS11AA Stair S~ringers} 'IS11AB Stair.Stringe~ Decibels . c c 0 .. ~- H 0" e ! = c > , u n . c . ~ ii~ ,'!~ 0:. .. .. ,1/ . b c d ; ~ 11 &2 1 37db I 1&2 37db Calibration Blocks: IIW, DSC CodeCriterta: AWSD1.1-06 Frequency: 2.25 mh:t: equipment No.: P~I.r'\amBbicS 48 Remarks: Reviewed By: ~1!! Structurai Steel Supervisor c: Bai-rantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail)' Ore90n Military Dept. - (e-mail) City of Springfield DAW:jw ) 02-14-08 2077102 E-18998 L. Postier A.S,N.T. Level II Field 0 Complete_Penetration /Plate splic0 "--, - .~ - .J Discontinuity 8 c :, ~ , Distance is E i li]! ,g 8 c H tl! From X FromY . . , ~ co> I Couplet: Ultragelll I "Gain dB a<<=d 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, infannation 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 t#V Correll Avenue' CooiaJI'IS, Oregm 97330, phme(541 } 7574698 . fax (541) 757-2991 29540 BAirpat Road . Etqlne, Oregm 97402 . phme (541) 684-3849' fax (541 )684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846 >5 ~r:=1 ~4i. Page 1 of 1 '.~Jwct;.lf.'~llllll~.ln. G.-u~ " ,;CaJ & Construction Servires 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.: 02-14-08 2077102 E-19021 A. Fensterm acher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Clear~ BP No.: lCOM2007-00828' L__. Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for center penthouse slab on deck. A preliminary inspection was performed on 02-11-08 (ref.: FEI report no. E-18951). Note: Tony Dean (WBC) stated that dowels for elevator wall tie-in will be epoxied at a later date. . Observed the placement of 70,0 cu.lyds. of Knife River 4000 psi concrete (Mix -1K) in areas listed above. Concrete was placed by pump and was mechanically consoiidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Mr. Dean was notified of on- site test results: slump 5 1/2"; concrete temperature 61F;' air temperature 36F; air entrainment 5:5%. . Mr. Dean 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: Ih."/~__ Michael L. MeyY Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (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 and/or material evaluated. As such, infonnation 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 NN CanelI Avenue' CorvaI6s, Oregon 97330 . phale (541) 757-4698, fax (541) 757-2991 29540 BAirporlRoad . Eugene, Oregon 97402, phale (541) 684-3849 . fax (541 )684-J851 630fiJ Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846 Sf S. , PPI' .'.,.' ...,.. , ..:t~ ".".,ri:t"""""I\'."'" ~',.;...,j & Conslrudion Seniices Page 1 of 1 Report of Inspection Services Weldina/Hiah-Strenath Soltina 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.: 02-13-08 2077102 E-18993 R. Bowling 02120381 AWS CWI Field: Ii1 Clear~,____- .. " [S.<:>M?90Z-00828. J Inspection of: Fabricator or Erector: Contractor: Welding REFA Wild ish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of field welded fillet welds of joist ties at roof apex on grid line 7 to 10, roof decking on line 7 to 13, from C to E where decking is attached with Hiiti pins and button punched at side seams. Note: section south of line C and east of line 13 Is incomplete or has areas in need of repair at end laps. Also, inspected stair connections at ground level to penthouse level at main entry. Completed welds were checked for size, length, profile and location. Contractor was asked to notify our office when additionai services are needed. To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28- 07 and applicabie AWS D1.1 code, except if noted above. Reviewed By: ~'if!# Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) City of Springfield DAW:jw 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 FE! Testing & Inspection, Inc.'s written authorizatIon. 7fiJ NN Cornell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirport Road, EU9ene, Oregon 97402. phone (541) 684-3849' fax (541) 684-3851 63050 Cu, ~V, Q.." Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~s (f~r.. .~: ,.....1 ""'."'''''''''"t1''~''L'' GcJ""': .1icaI & Conslrudion Servioes Page 1 of 1 Report of Inspection Services Welding/High-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 No.: Report No.: Inspector: 10 No.: 02-13-08 2077102 E-18984 R. Bowling 02120381 AWS CWI Field: 0 Inside (CO~2007:~0,8~8 ___~ Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabrication Wild ish Building Co. ShOp: Ii!! Weather: BPNo.: Performed visual inspection of complete penetration welds of stair stringer plate splices of stairs 509, 510 and 511. Inspected fit-up prior to welding. Performed visual inspection of back gouge to clean material. Complete penetration splices are pending ultrasonic testing for final acceptance. Performed visual inspection on HSS columns (2) 53D, (2) 53F and (2) 53G. Completed welds were checked for size, length, profile 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 02-05-08 and applicable AWS D1.1 code, except if noted above. . Reviewed By: ~/~ Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee' - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw RECEIVED FEB 2 0 Z008 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-J849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~J SfEl """""'''''''''''''''M'''. Geotechnical & Construction Servires Page 1 of 1 Field Density. Test Results - ASTM 0 2922 Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Ph. II Operations Maintenance Shop 3110Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 02-13-08 2077102-700 E-18983 COM2007~00828 L~,." ,.. MOISTURE/DENSITY DATA: AASHTO T180 . Maximum Dry Density of 142.5 pcf, at 5.5% moisture is from our sample no. 1420 dated 10-19-04 for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel- Thurston Pit). MOISTURE/DENSITY DATA: ASTM 01557. Maximum Dry Density of 142.5 pel, at 7.5% moisture is from our sample no. 1807 dated 08-23-07 for 3/4"-0 crushed gravel (Wildish Sand and Gravel). -- Wet Test Approximate Location Sample Approx. Density Percent Dry Density Percent Compaction No. No. Elev. (pcf) Moisture (pcf) Compaction ReQuirement Under Slab 1 Near lines 8.5B.8 1807 FG 145.0 6.9 135.7 99.0 95.0 2 Near lines 8.5B 1807 FG 144.3. 6A 135.6 99.0 95.0 3 Near lines 8.2A.5 1807 FG 144.0 7.2 134A 98.0 95.0 4 Near lines 8.8A.5 1807 FG 149.1 6.9 139A 100+ 95.0 5 Near lines 8.8B.8 1807 FG 144.7 6A 136.0 99.0 95.0 Under Footinos 6 Near lines 8.2A.2 1420 FG 144.3 5.0 137A 96.0 95.0 7 Near lines 9A.5 1420 FG 144.9 5.1 137.9 97.0. 95.0 , 95.0 . 8 Near lines 9B.8 1420 FG 144.7 5.7 136.6 96.0 9 Near lines 8.5B.9 1420 FG 139.9 4.1 134A 95.0 95.0 Tests performed at finished grade of base rock under slab on grade and footings. Remarks: Tony Dean (Wildish Building Co.) was advised of test results. Reviewed By: t1~e~:i}:;;-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e"mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 andlor material evaluated. As such, infonnation contained herein shall not be reproduced in part of full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc. 's written autb.orization. 7:fJ NW CcmeIlA\<2llIe' Oruillis, 0regrn97330' ph<ne(541) 757-4698, fux(541) 757-N.il 29540 B AiqxIt Rooj. Euga1e, Oregrn 97402 . (hooe(54 t)684-3849' fux(541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone(541) 382-4844 . fax (541) 382-4846 '..... ~-l .. ...,~ .. ... .. ~ .,'" " "'..,..r .,,:,.:..,. 11~'1II~lrt;.h\~'W;"IIII~*I~I" CLIENT ss Geotechnical & QJnstruction Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas. Wildish Buildin9 Co. P.O. Box 7428 Eugene, Ore90n 97401 DATE PROJECT NO. REPORT NO. PROJECT, LCAFRC Complex Phase II 3110 Pierce Parkway (Sprin9field,Ore90n B.P. NO. , COM2007 -00828 02-05-08 4000 psi 4000 psi SACKS 146 CEMENT 10 ozs. NC534, Hot Water 3 TICKET NO. 6r F YARDAGE 41' F WEATHER DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 5 1/2" 8:30 AM 4 cyls. ASTM C31 2 cyls. Field Cure Second floor slab within lines C to E and 10 to 11, C to.E arid 12 to 13 and C to C.7 and 11 to 11.6. CAST BY DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE R. Ma~ama 6.0 336381 11.0 Overcast OF 70.0 POUR LOCATION LOAD 3 SAMPLED TEST DATE 02-12-08 03-04-08 03-04-08 Hold WIC W/C Approximately lines 11 C.4. AGE (DAYS) 7LC 28 LC 28 LC AVERAGE STRENGTH (PSI) TIME OF TEST 8:30 AM AREA (IN.') I. 12.50 WEIGHT (LBS) 8.4 TOTAL LOAD (LBS) 49500 COMPRESSIVE STRENGTH IPSI) 3960 FC' FC .. A - Cone B - ConefSplil C - Cone Shear 0 - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: Ih.'i(.~ Michael L. ;;'eyeJ <- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) EUgene Sand and Gravel- (e-mail) City of Springfield MLM:jw This report. and/or enclosea test data is the confidential property of the clienUo wh~m it is addressed and pertains to the specific process and/or material evaluated. As such, information contain~d herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, tnc.'s wtittenauthorization. 7fiJ NN CarlaJAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phme (541)684J849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 02-12-08 2077102 5699 02-06-08 4" x8" ESG 3/4" TYPE OF FRACTURE- D S", "", "...'. .'....,',.,) , .,Ir.."- . ~ . ,. 11~'ln\rI:.I~~":ia'IIII~.I\\I. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED s::r (k,.,"; . .;...J & Construdion Serv;res Compressive Strength of Concrete (ASTM C 39) 51/2" 8:30 AM 4 cyls. ASTM C31 2 cyls. Field Cure Second floor slab within lines C to Aand 10 to 11, Cto A and 12 to 13 and Cto B.7 and 11 to 11.6. PROJECT B.P,NO. lCAFRC Complex Phase II 3110 Pierce Parkway S~ringfield, Oregon COM2007 -0082~ . Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE PROJECT NO. REPORT NO. 02-12-08 2077102 5699 CAST BY R. Ma~ama DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-05-08 4000 psi 4000 psi SACKS 146 CEMENT 10 ozs. NC534, Hot Water 3 TICKET NO. 67" F YARDAGE 41" F WEATHER 6.0 336381 11.0 OF Overcast 70.0 Approximately lines 11 C.4. AVERAGE TEST AGE AREA . WEIGHT TOTAL COMPRESSIVE STRENGTH DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) 02-12-08 HC 12.50 8.4 49500 3960 I 03-04-08 28LC 12.50 8.4 64000 5120 I 03-04-08 28lC 12.50 8.4 63600 5090 I 5105 Hold ./ W/C FC I W/C FC I TIME OF TEST 8:30 AM 8:10AM 8:15AM .. A. Cone B - ConelSplit C - Cone Shear 0 - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. lC - lab Cure FC - Field Cure Reviewed By: Ih. "/J},J.u. " Michaell. :;'e~~~ Technical Manager c: Barrantine Bates lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Eugene Sand and Gravel.- (e-mail) City of Springfield MlM:jw 02-06-08 4" xS" ESG 3/4" TYPE OF FRACTUREH D D D 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 malerial 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, lnc.'s ","Uen authortzation. 700 NN Canel/Avenue' CavaIis, 0egm97330. phcne(541) 757-4698 'fax(541) 757-2991 29540 B ~ Road . Eugene, Oegm 97402' phcne(541)68<h'3849' fax (541 )684-3851 63050 Corporate f>face, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ...,',,'. '.",,',,'p.,,",..'...."'.,.,J' .,. ft"p.II7. : .'.. ;'~ .1"'lIllfum..'~ulllmIlINU CLIENT <;.} Geotechnical & Cons1n.Kfun Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP ,POUR LOCATION. LOAD 3 SAMPLED TEST DATE 02-12"08 03-04-08 03-04-08 Hold W/C W/C AGE (DAYS) HC 28 LC 28 LC FC FC 51/2" 8:30 AM 4 cyts. ASTM C31 2 cyls. Field Cure Second floor slab within lines C to 'A and 10 to 11, C to 'A and 12 to 13 and C to 'B.7 and 11 to 11.6. PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Ispri,ngfield,_ore90n 1s:;,o_M2007:00828 DATE PROJECT NO. REPORT NO. 02-12-08 2077102 5699 B.P. NO. CAST BY 02-05-08 4000 psi 4000 psi SACKS 146 CEMENT 10 ozs. NC534, Hot Water 3 TICKET NO. 67. F YARDAGE 41. F WEATHER R. Ma~ama DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP . TIME SPECIMEN STORAGE 6.0 336381 11.0 . Overcas( OF 70.0 Approximately lines 11C.4. AREA (IN.') 12.50 TOTAL . LOAD {LBS} 49500 AVERAGE STRENGTH (PSI) TIME OF TEST 8:30 AM WEIGHT (LBS) 8.4 COMPRESSIVE STRENGTH (PSI) 3960 I I' I I I .. A. Cone B - Cone/Split C. Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure F C, - Field Cure Reviewed By: C!,~~:~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) Oregon Military Dept. - (e-mail) Eugene Sand and Gravel - (e-mail) City of Springfield 'REVISED REPORT 02-14-08 02-06-08 4"xS" ESG 3/4" TYPE OF FRACTURE- D 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 andlor 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, lnc.'s written authorization. 7fiJ NN CanelI Avenue' CoIvaIIis, Oregon 97330. phc:re(541) 757-4698 . fax (541) 757-2991 29540 BAirpatRoad' Eugene, ~ 97402, phc:re(541)()84;J849. fax(541 )684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .'1) .1a.'mlnt;.hl~':n'IIIJillllm" CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED, >:> Geotechnical & Conslruclion Services Compressive Strength of Concrete . . " (ASTM C 39) PROJECT LCAFRC Complex' Phase II 3110 Pierce Parkway Sprin9field,O!:"90n COM2007 -00828 . 02-11-08 2077102 5696 Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE PROJECT NO. REPORT NO. B.P.NO. '--.. -- 02-04-08 CAST BY J. Keller 4000 psi 4000 psi SACKS 40-1K CEMENT Hot Water, Non-chloride Accelerator 11 TICKET NO. 3089864 550F YARDAGE 10.75 OF 4JOF. WEATHER Overcast DATE RECEIVED SPECIMEN SIZE SUPPLIER M.AX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 168.25 Second floor slab on deck from line's 7 to 1.0, between A and E. Near lines 8.2C.5. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE. STRENGTH DATE (DAYS) (IN.') (LBSI LOAD (LBS)' STRENGTH (PSI) (PSI) 02-07-08 3FC 12.62 8.3 25500 2020 02-11-08 7 FC I 12.62 8.3 41600 3300 W/C FC I I 02_11-08 7LC 12.62 8.4 68800 5450 I 03-03-08 28 LC I 03-03-08 28 LC I Hold Hold TIME OF TEST. 8:10AM 7:50 AM 7:50 AM .. A - Cone 8 - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: /h. '(.~ - Michael L ~eyeJ c...-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers ~ (e_mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 02-05-08 4"x8" Kn Ife River 3/4" 4.3% 5.112" 9:45 AM 4 cyls. ASTM C31 3 cyls. Field Cure TYPE OF FRACTURE- D D D This report and/or enclosed test data is the confidential property of the client to 'Nhom 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 NN Cornell Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 f}': " .p.'p".) . .. . , . .,' .. _n :._. 't .. . ,., ,.' ,.jIllr .,. ,,:4".. .1~'llilrl;"I~~'~:'IIIU.I:HII CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED .>...5 <X.vk;; " ,:CaJ & Conslruclion Servires Compressive Strength of Concrete (ASTM C 39) 4" x8" Knife River 3/4" 3.7% 5" 7:45 AM 4 cyls. ASTM C31 3 cyls. Field Cure Second floor slab on deck betWeen lines 16and 17.5, from A to E and between 17.5 and 22, from A to C. PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Spljngfield,:Or~gon l ~0~..9g!-OQ828 DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE . AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH . DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) 02-11-08 3 FC 12.62 I 8.5 I 26800 I 2120 W/C FC I I I W/C FC I I I 02-15-08 HC I I I 03-07-08 28 LC I 03-07-08 28 LC I Hold Hold. I Mr. Jim T~omas Wild ish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 ' B.P.NO. CAST BY A. Fenstermacher 02-08-08 4000 psi 4000 psi SACKS 146 CEMENT, Hot Water, 100 OZ, NC534, AEA 3 TICKET NO. 69" F YARDAGE 41" F WEATHER 6.0 336495 11.0. Showers OF 200.0 Near lines 16.5B. -A-Cone B-Cone/Split C'~ConeShear D-'Shear E-Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure . FC - Field Cure Cylinders moved by steel erectors 2 hours after casting. Reviewed By: /h. ;:( 1Jtun- Michael L: MeyeU Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield TIM E OF TEST 7:30 AM 02-11-08 2077102 5708 . 02-09-08 TYPE OF FRACTURE- D This report and/or enclosed test data is the confidential prop'erty of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein ~hall not be 'reproduced in part or full andfor any part thereof be disclosed without FEI Testing & Inspection, lnc.:s \oIJJ"itten authorization. , - 7fiJ NN ComeIIAvenue' CaValIis, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991 29540 BAirpdt Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541 )684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 . ... . "") ., po .... "'.", . Pro ..1- 5S Geotechnical & Constn..Kfun Servires Cornpressive Strength of Concrete (ASTM C39) Illl'll~ltf:4lll~'~;"II'J~.I~I. CLIENT PROJECT. LCAFRC Complex Phase II .3110 Pierce Parkway ~pringfieid, Oregon: B.P. NO. COM2007 -00828 DATE PROJECT NO. REPORT NO. Mr. Jim Thomas Wild ish Buildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 DATE CAST . STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 02-04-08 CAST BY J. Keller 4000 psi . 4000 psi SACKS 40-1K CEMENT Hot Water, Non-chloride Accelerator 3 TICKET NO. 3089848' 580F YARDAGE 10.75 OF 390F WEATHER Overcast DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 188.25 POUR LOCATION Second floor slab on deck from lines 7 to 10, between A and E. LOAD 3 SAMPLED Near lines 7.5A.5. TEST AGE AREA WEIGHT . TOTAL COMPRESSIVE DATE (DAYS) (IN.') , (LBS) LOAD (LBS) STRENGTH (PSI) I 02-07-08 3 FC 12.62 I 8.2 26000 I 2060 I 02-11-08 7 FC 12.62 I 8.2 44300 I 3510 I W/C FC I I ~ 02-11-08 7LC 12.62 I 8.3 64100 5080 03-03-08 28 LC I 03-03-08 28 LC I Hold Hold AVERAGE STRENGTH (PSI) TIME OF TEST I 8:05 AM 7:35 AM I I I I 7:40 AM .. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of.on-site test results. LC - Lab Cure FC - Field Cure Rev;ewed By, ~-~~- Michael L. "M~yJ ~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 En9ineers - (e-mail) Oregon 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 tethe specific process and/or maferial evaluated. As such, information contained herein shall not be.reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, lnc:'s written authorization. i' . 7fiJ NN CarlaJAvenue' CorvaIfIS, Oregon 97330, phone (541).757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402, phone (541 )684-3849' fax (541) 684-J851 630fiJ Corporate Place, Suite 2' Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 02-11-08 2077102 5695 02-05-08 4"x8" Knife River 3/4" 6.1% 6" 7:40 AM 4 cyls. ASTM C31 3 cyls. field Cure TYPE OF . FRACTURE- D D D .. '''P) . ...,..,;h~.. '::,,- 11~'llNrt;4II~~" ~~'II'n.I~LU CLIENT $5 GcJ.....:." lica1 & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 . DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES' LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATioN LOAD 11 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Ore90n COMi007C00B28 '- B.P. NO. 02-04-08 CAST BY J. Keller 4000 psi . 4000 psi SACKS 40-1K CEMENT Hot Water, Non-chloride Accelerator 11 TICKET NO. 3089864 55'F YARDAGE 10.75 OF 41'F WEATHER Overcast Second floor slab on deck from lines 7 to 1 O~ between A and E. Near lines8.2C.5. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE /DAYS) (IN." (LBS) LOAD (LBS) STRENGTHIPSI) 02-07-08 3 FC 12.62 8.3 25500 I 2020 I 02-11-08 7 FC 12.62 8.3 41600 I 3300 I W/C FC I I 02-11-08 7lC 12.62 8.4 68800 I 5450 I 03-03-08 28 LC 12.56 8.4 87700 6980 I 03-03-08 28 LC 12.56 8.4 88200 7020 I Hold Hold DATE PROJECT NO. REPORT. NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIRCONTENT SLUMP 168.25 TIME SPECIMEN STORAGE AVERAGE STRENGTH IPSI) TIME OF TEST 8:10AM 7:50 AM 7000 7:50 AM 11:55AM 12:00 PM .. A - Cone 8. CtmeJSpJi! C . Cona Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: A.~~ .---- Michael L. M:yer rI'~ Technical Manager c: Sarrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) Ore90n Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 02-11-08 2077102 5696 02-05-08 4"x8" Knife River 3/4" 4.3% 5 1/2" 9:45 AM 4 cyls. ASTM C31 3 cyls. Field Cure lYPE OF FRACTURE- D D D D B 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 NN 0:rneI1 Avenue' CoIvaIflS, Oregon 97330, phone (541) 757-4698 . fax(541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402 . phone (541)684J84.J' fax (541 )684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 IJ, ;Pftl .' 'fr "/ ..,~ ...... .,.. Geotechnical & Conslruclion Servires 11:.'mlrt;"U~'1l1;,'n'h'.II'I. g Compressive Strength of Concrete ,(ASTM C39) DATE PROJECT NO. REPORT NO. CLIENT Mr. Jim Thom'as . Wild ish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,.Oregon ,. , . B.P. NO. L9.QM2007~00828, _ DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 02-04-08 CAST BY 4000 psi 4000 psi SACKS 146 CEMENT Hot Water, AEA. 10 oz. NC534 4 TICKET NO. 620F YARDAGE 360F WEATHER 02-11-08 2077102 5697 A. Fenstermacher, DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 6.0 336326 10.25 OF 174.50 Overcast POUR LOCATION Second fioor slab on deck from line,S 13 to 16, between A and E. LOAD 4 SAMPLED Near lines 13.5D.8. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH DATE (DAYS) (IN') (LBSI LOAD (LBS) STRENGTH (PSIl (PSI) 02-07-08 3 FC 12.62 8.4 20200 1600 02-11-08 7 FC 12.62 8.4 43000 3410 W/C FC 02-11-08 HC 12.62 8.4 61700 4890 03-03-08 28 LC 03-03-08 28 LC Hold Hold TIM E OF TEST 8:15AM 8:00 AM 7:55 AM ... A - Cone B - Cone/Split C'- Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff ConsulUng Engineers - (e-mail) Ore90n Military Dept. - (e-mail) Eugene Sand and Gravel .- (e-mail) City of Springfield MLM:jw 02-05-08 4" x8" ESG 3/4" 4.2% 5" 8:00 AM 4 cyls. ASTM C31 3 cyls. Field Cure TYPE OF FRACTURE- D D D 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 FEr Testing & Inspection" Inc.'s written authorization. 7fiJ NN CarlaJAvenue' CoIvaIIis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684.Ja4g . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 J111......1 ~~r, ..-t.... $S G.-v~ " ,icaI& Construdion Servires Compressive Strength of Concrete (ASTM C 39) rl~'lltlrt.''''I'~'Ii:IIllJi.'~I. CLIENT PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon _.,~..~... - ~ .COM2007'00828 Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 B.P. NO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP 02-04-08 CAST BY 4000 psi .4000psi SACKS 146 CEMENT Hot Water, AEA, 10 oz. NC534 10 TICKET NO. 63"F YARDAGE 37"F WEATHER 560377 10.25 OF 174.50 Overcast A. Fenstermacher 6.0. POUR LOCATION Second floor slab on deck from lines 13 to 16, between A and E. LOAD 10 SAMPLED Near lines 15C. DATE PROJECT NO. . REPORT NO. 02-11-08 2077102 5698 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-05.08 4"xB" ESG 3/4" 4.5% 5" 9:15AM 4 C}ils. ASTM C31 3 cyls. Field Cure AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE- I 02-07-08 3 FC 12.62 8.4 20800 1650 8:20AM D I 02-11-08 7 FC 12.62 8.4 38800 3070 I 8:05 AM D I W/C FC I 02-11-08 7 LC 12.62 8.5 62300 4940 I 8:10AM A I 03-03-08 28 LC I 03-03-08 28 LC I I Hold Hold ~.A-Cone B"Cone/Spllt C-ConeShear D-Shear E-Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. LC - Lab Cure FC - Field Cure Reviewed By: /IJ.~.~ - Michael L. M~;;P- Technical Manager c: Barrantine Bates Lee - (e-mail) kpffConsultin9 Engineers -(e-mail) Ore90n Military Dept. - (e-mail) EUgene Sand and Gravel - (e-mail) City of Springfield V . MLM:jw 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 I thereof be disclosed without F!=-l Testing & Inspection, Inc.'s written authorization. 7fiJ NN CanelIAvenue' CoIvaIfIS, Oregon 97330, phcne (541) 757-4698, fax(541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phcne (541) 684;l849. fax (541) 684-J851 63050 Co~rate Place, Suit~ 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ .~;I 11~''''''';.''''ilIl''''~''lli Geotechnical & Conslruclion Servires Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting 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.: Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabrication Wildish Building Co. Shop: Iii Weather: BPNo.: 02-11-08 2077102 E-18956 R. Bowling 02120381 AWS CWI Field: 0 Inside ( C()~i007~O~.28'-: \ i Performed visual inspection on the following fabricated structural: steel glu-Iam buckets and embeds: 1F, 1H, (2) 1K; (2) 1M, (3) 1P, 2A, 2C, 2D, (2) 2F and 2H. Completed welds were checked for size, length, profile 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 02-05-08 and' applicable AWS D1.1 code, except if noted above. ' Reviewed By: N/jfjt Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff ConSUlting Engineers - (e-mail) Oregon Military Depl. - (e"mail) City of Springfield DAW: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 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 NNComell Avenue' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991 29540 B Airport Road, Eugene, Oregon 97 402 . phone (541) 684-J849 . fax (541) 684--3851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 53 ...".," .p..'p..',.J ... ,,' . ' ... .... "O- n "'. n_' -(+ -'::. " * ." ',"" <~.~r ,:,4'. Page 1 of 1 11~'llmf;<!II~..' ~l'lIlh'lIW!I Ck,b..:'" ,~ & Construction Servires 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.: 02-11:08 2077102 E-18951 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: ,Partly, Cloudy BP No.: i CQM2007-00828 Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for west penthouse slab on deck 'and preliminary inspection for center and east penthouse. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. A final inspection for center and east penthouse slab on deck will be performed prior to , concrete pla?ement. I . Observed the placement of 51.50 cu./yds. of Knife River 4000 psi concrete (Mix 40"1 K) into west penthouse deck. Concrete was placed by pump and was mechanicaily consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site test results: slump 4"; concr.ete temperature 60F; air temperature 41 F; air entrainment 4.1 'Ie. Mr. Dean 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: .' /h . 't',1Ju", Michael L. Miler Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw . 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, lnc.'s written authorization. ' 7fiJ NN CanE>J Avenue' CoIvaIIis, Oregon 97330. phone (541) 757-4698'fax (541) 757-2991 29540 BAirport Road . Eugene, Oregon 97402 . phone (541) 684J849. fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~J: ~,~=. 1rZ,,~l Page 1 of 1 11a.'lltIrf;.I~~~~lth'I\'_ . (k,~, ,'--al & ConSlrudion Services Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 311O'Pierce Parkway Springfield, Oregon ' Date: Project No.: Report No,: Inspector: 10 No.: 02-08-08 2077102 E-18931 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: ,_Showers BP No.: \ COM2007-00828 ~. --.',..... . Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for second fioor slab on deck between lines 16 and 17.5, from A to E and between 17.5 and 22, from A to C. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties supports and clearance. Verified welded wire fabric installation. Observed the placement of 200.0 cu./yds.of Eugene Sand and Gravel 4000 psi concrete (Mix 146) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of seven (7) 4" x 8" concrete test cylinders (four (4) lab cure and three (3) field cure) and one (1) set of four (4) 4"x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site test results. Set 1 Slump - 5" Concrete Temperatu're - 69F Air Temperature - 41F Air Entrainment- 3.7% Set2 Slump - 41/4" Concrete Temperature - 70F Air Temperature - 51 F Air Entrainment - 3,7% Mr. Dean 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: , fh.i.~ Michael L.- M~-; Technical Manager c: Barrantine Bates Lee - (e-mail) kpff ConsuUingEngineers - (e-mail) Oregon Military Depl. - (e-mail) City'of Springfield MLM:jw 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 arid/ormaterial 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 NN CanE>J Avenue' CoIvaIfis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad. Eugehe, Oregon 97402, phone (541)~' fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4844 . fax (541) 382-4846 I1P,Pj' dt! .U".;ilml:III~'~UllIUIIN. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED TEST DATE 02-07-08 02-11,08 W/C 02-11-08 03-03-08 03-03-08, Hold AGE tDAYS) 3 FC 7 FC FC 7LC 28 LC 28 LC Hold ~s G,.,,~ , ,:CaJ & Construdion Servioos Compressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex ' Phase Ii . 3110 Pierce Parkw~y Sprin9field, Oregon B.P. NO. f COM2007-00828 c DATE PROJECT NO. REPORT NO. Mr. Jim Thomas Wild ish Buildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 02-04"08 CAST BY J. Keller 4000 psi 4000 psi SACKS 40-1K CEMENT Hot Water, Non"chloride Accelerator 3 TICKET NO. 3089848 58'F YARDAGE 10.75 OF 39'F WEATHER 'Overcast 174.50 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE Second floor slab on deck from lines 7 to 10, betWeen A and E. Near lines 7.5A.5. AREA (IN.') 12.62 WEIGHT (LBS) 8.2 AVERAGE STRENGTH (PSn TIME OF TEST 8:05 AM TOTAL LOAD (LBS) 26000 COMPRESSIVE STRENGTH (PSn ( 2060 ',/ ..A-Cone 'S-Cone/Split C-ConeShear D-Shear' E-Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. Reviewed. By: /J1."1!,~ Michael L. ~e~~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 En9ineers - (e-mail) Oregon Military Dept. - (e"mail) Knife River - (e-mail) City of Springfield MLM:jw 02-07-08 2077102 5695 02-05-08 4nxB" Knife River. 3/4" 6.1% 6" 7:40 AM 4 cyls. ASTM C31 3 cyls. Field Cure TYPE OF FRACTURE- .D This report andlor enclosed test data is the confidential property of the client to Vvttom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shari "C?t be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc:'s written .authorization. 7fiJ NN CanE>J Avenue' CavaIIis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991- 29540 B Airpat Road, Eugene, Oregon 97402 . phone (541) 684,3849 . fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .~ '..,~. .....".'). .'''''~ ,- '1.. .,. :. . . "., ." ,~r, . ,-t',.. 11:r.'II~lrt;.I~I.'~I'IIIII'.I~L. CLIENT ss Geotechnical &,Q;lnslrudion Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Buildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 PROJECT LCAFRC Complex Phase II 311 0 Pierce Parkway Springfield, 0rejJ..?n, B.P. NO. ~COM2b<ij:6b828 . DATE PROJECT NO. REPORT NO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. . CONCRETE TE'MP AIR TEMP POUR LOCATION LOAD 11 SAMPLED TEST DATE 02-07"08 02-11-08 W/C 02-11-08 03-03-08 . 03-03-08 Hold AGE (DAYS) 3 FC 7 FC FC HC 28 LC 28 LC Hold 02"04-08 CAST BY 'J. Keller 4000 psi 4000 psi SACKS 40-1K CEMENT HotWater, Non'chloride Accelerator 11 TICKET NO: 3089864 550F YARDAGE '10.75 OF 410F WEATHER Overcast 174.50 DATE RECEIVED SPECIMEN SIZE SUPPLiER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE Second floor slaD on deck from lines 7 to 10, between A and E. Near lines 8.2C.5. AREA fiN.'} 12.62 AVERAGE. STRENGTH (PSI) TIME OF TEST 8:10AM WEIGHT. (LBS) 8.3 TOTAL LOAD (LBS) 25500 COMPRESSIVE STRENGTH (PSli ' 2020. --- I I -A-Cone ,S-Cone/Split C.ConeShear D-Shear. E-Columnar REMARKS: Tony Dean (WBC) was,advised of on-site test results. Reviewed By: J(~~J Technical Manager c: , Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dep!. - (e-mail) Knife River - (e-mail) City of Sprin9field MLM:jw 02"07-08 2077102 5696 02-05-08 4" x8" Knife River 3/4" 4.3% 51/2" 9:45 AM 4 cyls. ASTM C31 3 cyls. Field Cure TYPE OF FRACTURE- D 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 eyaluated. As such, information contained herein shall not be reproduced in part or full arid/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fiJ NN ComeIJA\e1lJ!l' CavaIiis, Oregon 97330, phme (541) 757-4698, fax (541) 757-2991 29540 BAirpcrt Road . Eugene, Oregon 97402 . phme (541) ~ . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~~~.. ~4\;_J 11:"'ll\llrf;"I~~'~~'IIIII\.IHII CLIENT >:r Geotechnical & Constn..icfun Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Ore90n 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT..CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP. POUR LOCATION LOAD 4 SAMPLED TEST DATE 02-07-08 02-11-08 W/C 02-11-08 03-03-08 03.03-08 Hold AGE (DAYS) 3 FC 7 FC FC HC 28 LC 28 LC Hold PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field,Oregon.; B.P. NO. (COM2007-00828 02-04-08 CAST BY 4000 psi 4000 psi SACKS 146 CEMENT Hot Water, AEA, 10 oz. NC534 4 TICKET NO. 62"F YARDAGE 36"F WEATHER A Fenstermacher DATE PROJECT NO. . REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE .AGG. AIR CONTENT SLUMp. TIME SPECIMEN STORAGE Second floor slab on deck from lines 13 to .16, between A and E. Reviewed By: (J,. ';(. ~ --- Michael L. M:ye/l~ Technical Manager 6,0 336326 . 10.25 OF 174.50 Overcast Near lines 13.50.8. AREA (IN.') 12.62. TOTAL LOAD (LBS) 20200 COMPRESSIVE STRENGTH (PSI) 1600 AVERAGE STRENGTH (PSI) TIME OF TEST 8:15AM WEIGHT (LBS) 8.4 1 .1 , I -A-'Cone B-Cone/Split C-ConeShear D-Shear I. E-Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) Ore90n Military Dept. - (e-mail) Eugene Sand and Gravel- (e-mail) City of Springfield MLM:jw 02-07-08 2077102 5697 02-05-08 4" x8" ESG 3/4" 4.2% 5" 8:00 AM 4 cyls. ASTM C31 . 3 cyls. Field Cure. TYPE OF FRACTUREh D 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, infonnation contained herein shall not be reproduced in part or full andlor any part . thereof be disclosed without FEr Test[ng & Inspection, lnc.'s written authorization. ,7fiJ NN ComeIIAvenue' CavaifIS, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991 . 29540 BAirpatRoad' Eugene, Oregon 97402, phone(541)~' fax (541) 684-J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 ) 382-4846 I)'..' 'p' ")" .". -.- ... .. .... . , ' , - . ',.",'r::...~., ,.. ,'!l' :;:::.,'i..... Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 EUgene, Oregon 97401 11:lr.'llml;.II~'lj;lll'JI'.I~IU CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 10 SAMPLED TEST DATE I 02-07-08 L 02-11,08 I W/C L 02-11-08 I 03-03-08 1 03-03-08 1 Hold AGE (DAYS) 3 FC 7 FC FC HC 28 LC 28LC Hold D' , Geotechnical & Construdion Servires Compressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, <{regoD '_, B.P. NO. I'COM200i;o0828 ' DATE PROJECT NO. REPORT NO. 02-07-08 2077102 5698 02-04-08 CAST BY A. Fenstermacher- DATE RECEIVED 02-05-08 4000 psi SPECIMEN SIZE 4" x8" 4000 psi SACKS SUPPLIER ESG 146 ' CEMENT 6.0 MAX SIZE AGG. 3/4" Hot Water, AEA, 10 oz. NC534 AIR CONTENT 4.5% 10 ' TICKET NO. 560377 SLUMP 5" 63"F YARDAGE 10.25 OF 174.50 TIME 9:15AM 37"F WEATHER Overcast SPECIMEN STORAGE 4 cyls. ASTM C31 3 cyls. Field Cure Second floor slab on deck from lines 13 to 16, between A and E. Near lines 15C. AREA (IN.') 12.62 WEIGHT (LBS) 8.4 AVERAGE STRENGTH (PSI) TYPE OF FRACTURE~ D TIME OF TEST 8:20 AM 'TOTAL LOAD (LBS) 20800 COMPRESSIVE STRENGTH (PSI)' , . 1650 1 '1 - A - Cone B - Cone/Split C _ Cone Shear 0 - Shear', E - Columnar REMARKS: Tony Dean (WBC) was advised of on-site test results. Reviewed By: jJ;.~~ - Michael L. ~:y;r---- Technical Manager. c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers"': (e-mail) Ore90n Military Dept. - (e-mail) Eugene Sand and Gravel ~ (e-mail) City of Springfield MLM:jw 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 FEl Testing & Inspection,lnc.'swritten authorization. 7fiJ NN CanelIAvenue' CavaIiis, Oregon 97.330 . phme (541/757-4698' fax (541) 757~1 29540BAirpcxtRoad. Eugene, Oregon 97402 . phme(541)684-3849 .faX(541)6!l4J851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541} 382-4844 . fax (541) 382-4846 D' fl-....) ." ,'~r'-- ..,., ..: ,. ... ... .. "'..,ft. Geotechnical & Conslruclion Servires CO!'llpressive Strength of Concrete (ASTM C 39) li:ll1il~lrt;41~~1~~11(III.l~[. CLIENT Mr. Jim Thomas Wild ish Building Co., P.O. Box 7428 Eugene, Oregon 9.7401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sp~ngfield, .oregon B.P. NO. ,rCOM2001~00828 DATE PROJECT NO. REPORT NO. 02-06-08 2077102 5646 DATE CAST 01-09-08 CAST BY S. Daughtry DATE RECEIVED 01-10-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" xSn STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440NE7100 CEMENT MAX SIZE AGG. 314" ADDITIVES. Hot Water, Air, WRDA 64 AIR CONTENT 5.2% LOAD NO. 2 TICKET NO. 3092830 SLUMP 4" CONCRETE TEMP 63" F YARDAGE 10.0 OF 170.0 . TIME 7:55 AM 'AIR TEMP 37' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Second level suspended slab from line A to E, between lines 4 and 7. LOAD 2 SAMPLED Near lines 4.7C.5. AVERAGE TEST . AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF .TYPE OF DATE (DAYS) (IN.') (LBSI LOAD (LBSI STRENGTH (PSI) (PSI) TEST FRACTURE- 01-16-08 7 I 12.56 8.3 57700 4590 I 1:30 PM D 02-06-08 28 I 12.62 8.3 80300 6360 8:55 AM E 02-06-08 28 I 12.62 8.3 78900 6250 I 6305 9:00 AM D Hold I -A-Cone B-Cone/Split C'- Cone Shear D.Shear E-Columnar REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test result~. Reviewed By: /h. 't .1Aw.._____ Michael L. ;"ey~ Technical Manager c: Barrantine Bates Lee - (e'mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. ~ (e-mail) Knife River - (a-mail) City of Sprin9field MLM:jw This reportand/or enclosed test data is the confidential property of the client to wtiom 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 NN ComeIIAvenue' CoIvaIIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAiI)XXlRoad . Eugene, Oregon 97402, phone (541 )684-3849 'fax (541) 684-J851 630fiJ Corporate Place, Sune 2. Bend, Oregon 97701 . phone (541 ) 382-4844 . fax (541) 382-4846 , . ,. ~ .~~~..J. ~7~{. .1~'II~(rI:"l~.'~~'IIII~tJlH. Ga..,b,; ,,,ical & ConstrUclion Servires Compressive Strength of Concrete. , . (ASTM C 39) CLIENT Mr. Jim Thomas Wild ish Buildin9 Co. P.a. Box 7428 EUgene;' Oregon 97401 PROJECT . LCAFRC Complex' Phase II 3110 Pierce Parkway ,-Springfield, Oregon B.P. NO. l COM2007:00828 . DATE PROJECT NO. REPORT NO. 02-06-08 2077102 5647 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP, AIR TEMP POUR LOCATION . 01-09-08 CAST BY S..Daughtry DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 2440NE7100 CEMENT MAX SIZE AGG. Hot Water, Air,WRDA 64 AIR CONTENT 11 TICKET NO. 3092842 SLUMP, 620 F YARDAGE 10,0 OF 170,0 . TIME 410 F WEATHER Overcast SPECIMEN STORAGE Second level suspended slab from line A to E, between lines 4 and 7. 01-10-08 4" x 8" Knife River 3/4" 5.9% ,53/4" .10:40 AM ASTM C31 ' LOAD 11 SAMPLED Line B.2 at 5.5. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI)' (PSI) TEST . FRACTUREH 01-16~08 7 12.56 8.2 52200 4160 1:35 PM D I 02-06-08 28 12.62 8.2 69800 5530 9:05 AM A I 02-06-08 28 12.62 8.2 68600 5440 5485 9:10AM A I Hold I. ..A-Cone B-Cone/Split C t Cone Shear D-Shear E-Columnar REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results. Reviewed By: IJt .<i.I1uA ~ Michael L. ~e~e-r- ' Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consultin9 Engineers - (e-mail) : Ore9on Military Dept. - (e-mail) Knife River ~ (e-mail) City of Springfield , ' MLM:jw This report and/or encfosed test data is the confidentiai property of the client to whom it.is addressed and pertains to the specific process and/or materi~l.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 NN CorneD Avenue' Cavaflis, Oregon 97330, phcre(541) 757-4698.' fax (541) 757-2991 29540 BAirpat Road . Eugene, Qega197402 . phcre (541) 6843849 . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 IT ......p'.)' . .... ," -.- ." ..,'..... . - ,. " '.",.."~ ...... n_' _ Page 1 of 1 1I~'""""""""I""II"!1 Geotechnical & Conslruclion Servires '. Report of Inspection, Services Welding/High-Strength Bolting Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Compiej(' Phase 11 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 02-06-08 2077102 E-18903 R. Bowling 5241068-85 ICC Field: ~ Clou,<ly.. ." _ ~O_M26_07:00828j Inspection of: Fabricator or Erector: Contractor: Decking REFA Wildish Building Co. Shop:. 0 Weather: BPNo.: Performed re-inspection on Hilti shot pins at roof level decking on grid,iine A to E, from 1 to 5 and line 5 to 7, from' A,to E at roof level (ref.: FEI report no. EC18911 dated 02-05-08). Side seams are button punched and were also completed al.both of these locations. 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 07-24-07, EOR directive dated 11-14,07 and applicable AWS D1.3 code, except if noted above. . Reviewed By: 111::1# , Structural Steel Supervisor c: . Barrantine Bates Lee - (e-mail) kpff Consulting Engineers ~ (e-mail) Oregon Miiitary Depl. - (e-mail) City of Springfield DAW:jw This-report and/or enclosed test.d'ata is the confidential property of the client to whom it is addressed and pertains to, the specific process andlor material evaluated. As such, information contained herein shall n?t be reproduced in part or full andlor any part thereof be disclosed W'ithout FEl Testing & Inspection, lnc.'s written authorization. 7fiJ NN.Come>1I Avenue' Corvallis, Oregon 97330, phone (541)757-4898' fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402. phone (541) 68<h3849 . fax (541) 684-3851 630fiJ Corporate Place, Suite 2" Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .0' .'E)' Page 1 of 1 U:"1llill'l;"I~.'~:'IlIJIII.hI1" Geotechnical & Corlsbuction Servicas.' 'Report of Inspection Services Welding/High-Strength Boltin9.-- 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.: ReportNo.: Inspector: 10 No.: 02-05-08 2077102 E-18911 C. Walpole 5114210-85 ICC Field: 0 Overcast,_ . " -~-':'"..- .. I COM200i:~00828 _ / ---,....:..>--'......._-.~- - Inspection of: Fabricator or Erector: Coniractor: Weiding/High Strength Bolts REFA Wildish Building Co: Shop: 0 Weather: BPNo.: Arrivedon-sitto perform visual inspection of Hilti pins,and punch iock in sheet metal roof decking. Pins were not completed at the time of inspection. Work is in-progress between lines A and E, from 1 to 5. Performed visual inspection of" the second floor canopy between lines B, G and C, from 22 to 25. Completed welds were checked for size, length, profile and location. Verified the A325 high strength TCB bolts were brought into tension. Verified the additional one-third turn for the turn-of-the-nut method has been completed at the second floor moment connections at lines B.6/11 and B.6/12. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work check~d is in conformance with structural drawings, A.I.S.C. manual and applicable AWS D1.1 code, except if noted above. Reviewed By: ~/~ Dale A. Webber Structural Sieel Supervisor ., c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield '- DAW:jw RECEIVED FEB 1 3 1000 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 NW Comell Avenue' Corvaliis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991 29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) ~9 . fax (541) 684-3851 63050 Corporate Piace, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~s '~=~I ~'~H_. Page 1 of 1 1I:Iro'II~ltl;"l~.":'UllllilJWl Gov~ ,,1ica1 & Construc:fun Servires Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. . P.O. Box 7428 Eugene, Oregon' 97 401 Project: LCAFRC Complex Phase II Operations Maintenance Shop 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 02-05-08 2077102 E-18932 R. Marjama 5235029-49 ICC Inspection of: . Reinforced Concrete Contractor: Wildish Building Co; Weather: Overcast.". BP No.: (C-6M200+~<,j'b828 \ ~- -",-'-- -- ... -. Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on ,the reinforcing steel in spread footing at lines B8.1. Reinforcing steel was checked for grade, size, lap, piacement and clearance. Reinforcing steel was secured with tie_wire and supported above grade. Note: a portion of footing was taken up by existing concrete footing for steel bollard. Concrete , was cleaned and dowels Installed to tie it into newfooting. Observed the placement of 1.0. cu.lyd. of Eugene Sand and Gravel 4000 psi 'concrete (Mix 146) in areas listed above. Concrete was placed directly from the truck and was mechanically consolidated. Concrete was sampled earlier today (ref.: FEI report no. E- 18897) during placement in second floor slab of main building. . To the best of our knowledge, the work inspected was in' accordance with plans dated 11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Ih.';(,~ - Michael L. Meilr - Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) City of Springfield MLM:jw This reportand/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 nofbe reproduced in part or full and/or any part thereof be disclosed without FEl Testing & Inspection, Inc,'s written-authorization. 7fiJ NN CarlaJAvenue' CoIvaIlis, Oregon 97330, phcrle(541) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4844 . faX (541) 382-4846 .." ...,c,' , ........ '...',.,.J, . H.. ._.. 'n. "t"r.' . " . n' . ,.. c, ""...:' -,,. ... . Geotechnical & Construclion Servires 11~'lltlrt;41I~~'l:il;II(llr.IH. Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II . 3110 Pierce Parkway Springfield, Oregon " Inspection of: Reinforced Concrete Contractor: Wildish Building Co: Weather: Overcast , ' BP No.: CSOM~007,llP?2~.. $'S Page 1 of 1 Dai!y Field Report Date: Project No.: Report No.: Inspector: 10 No.: 02-05-08 2077102 E-18897 R. Marjama 5235029-49 ICC C.ontinuous Inspection: ' 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for second floor slab within lines C to E and 10 to 11, C to E and 12'to 13, C to C.7 and 11 to 11.6. Reinforcing steel was checked for. grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above deck: Observed the placement of 70.0 cu./yds: of Eugene Sand and Gravel 4000. psi concrete (Mix 146) in areas listed above. . Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of six (6) 4" x 8" concrete test cylinders (four lab cures and two field cures). Tony Dean (WBC) was notified of on-site test. results: slump 5 1/2"; concrete temperature 67F; air temperature 41 F. Mr. Dean 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: (h:1.~ Michael L. :w;eJr- , . Technical Manager c: Barrantine Bates Lee - (e.mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield ,. MLM:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed a~d pertains t~ the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereofbe ~isclosed'without FEI Testing & Inspection, Inc.'s written authorization. 7fiJ NN CarlaJAvenue,' CoIvaIrlS, Oregon 97330, phme (541) 757-4698, fax (541) 757-2991 . 29540 BAirporl Road . Eugene, Oregon 97402 . phale (541)684-3849' fax (541) 684-J851 63050 Corporate Place, SU~7 2 . Bend, Orego~ 97701 . phone (541) 382-4844 . fax (541) 382-4846 (~fEl 11;"llNrt:"II~' ~~'lIIl~.I~lll CLIENT Sf' " Geotechnical & Corstrudion Services Cempressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 EUgene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 4 SAMPLED PROJECT LCAFRC Complex : Phase II 3110 Pierce Parkway Sprin9field, Oregon. B.P. NO. R0'M'20b7~ob . ,~+j- ~..-.""~-'~ -._- DATE PROJECT NO. REPORT NO. 02-04-08 2077102 5642 CAST BY DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 01-07-08 4000 psi 4000 psi 40-1K Hot Water 4 TICKET NO. 30S91 91 60" F YAROAGE 10.0 OF.. 170.0 36" F WEATHER Li9ht snow showers Second floor slab line 1 to 4, from A to E.. J. Keller 01-0S-0S 4" x8" SACKS CEMENT Knife River 3/4" 5.7% I 6" . 9:00 AM ASTM C31 Near lines f,5D. REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: ;?!. '/.~----- Michael L." ~e';;; Technical Manager c: Barrantine Bates Lee'- (e-mail). kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Sprin9field 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 evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization: , 7fiJ NN ComelAvenue' Colvaliis, Oregon 97330 . p/1one(541) 757-4698 . fax (541)757-2991 29540 BAirportRoad. Eugene, Clregon97402' phone (541)684-3849' fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54 Jl382-4844 . fax (541) 382-4846 ~fEI', 11:"'II~lrt;41h1~'~:t1lmW CLIENT ss Go-,:,cc.: ,,,ica1 & Construction ServiCES , Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST' STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED REMARKS: PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway ~p~in9field, Oregon', COM2007 -00828. DATE PROJECT NO. , REPORT NO.' 02-04-08 2077102 5643 B.P.NO. CAST BY J. Keiler DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT . SLUMP TIME SPECIMEN STORAGE 01-07-08 ,4000 psi, 4000 psi 4Q-1K Hot Water, 11 TICKET NO. 3089205 62" F YARDAGE 10.0 OF 41" F WEATHER Overcast Second floor slab line 1 to 4, from A to E, 01-08-08 4" x8" SACKS CEMENT Knife River 3/4" 4,6% 51/4" 11:10AM ASTM C31 170.0 Near lines 2.8C.6. Tony Dean (Wildis.h Building Co.) was advised of an-site testresults. Reviewed By: A.i.~ Michael L. Meyer Technical Manager .- c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e:mail) Oregon Military Dept - (e-mail) Knife River - (e-mail) City of Springfield .MLM:jw RECEIVED JEB 0 8 2008 This rep'ort and/or enclosed test data is the confidential property of the client to whom it is'addressed and pe'rtains to the specific process an~/or mate~ial evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed Without FEI Testing & Inspecti,on, Inc.'s written authorization. . 7fiJ NN Comei Avenue' CoIvaIlis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402 . phone (541)684--'3849. fax (541) 684-J851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846 ~ ~ftl Page 1 of 1 11:"'lltlet,"'I~.':f1111Il~_ Geotechnical & Construction Servires 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.: 02-04-08 2077102 E-18883 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Overcast BP No.: ,~COM2007'00828 Continuous Inspection: 0 Periodic Inspection: 0 Performed final Inspection on the reinforcing steel for the second floor slab on deck from line 7 to 10, between Aand E. A preliminary ins'pection was performed on 01-16- 08 (ref.: FEI report no. E-18746). Note: extra reinforcement around openings and expansion materiai' around gusset plates have been added. Also, performed inspection on the reinforcing steel for the second floor slab'on deck from line 13 to 16, between A and E. Reinforcing steel was checked for grade, size, laps, quantities, ties, support . and clearance. Verified welded wire fabric installation. Observed the placement of 174.5 cu.lyds. of Eugene Sand and Gravel 4000 psi concrete (Mix 146) into slab between lines 13 and 16, from A to E and 168.25 cu./yds. of Knife River 4000 psi concrete (Mix 40-1K) into slab betweenlines 7 and 10, from A to E.. 'Concrete was placed by pump and was mechanically consolidated. Cast four (4) sets of seven (7) 4" x 8" concrete test cylinders (three (3) from each set field cured). Tony Dean (WBC) was advised of test results. . Set 1 - ESG Set 2 - ESG Set 3 - KR Set 4 - KR Slump- 5" Slump - 5" Slump - 6" Slump - 51/2" cr-~F cr-~F cr-~F cr-~F AT-36F AT-37F AT-39F AT-41F AE-4.2% AE-4.5% AE-6.1% AE-4.3% CT -; Concrete Temperature AT -Air Temperature AE - Air Entrainment Mr. Dean was asked to notify our office when addition?1 services are needed. To the best of our knowledge, the work inspected was inl,accordance with pians dated 06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: (J1.'i,~ Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-maii) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City, of Springfield This report andlor enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific process andlor .material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEl Testing & Inspection, lnc.'s written authorization. 7fiJ NN Cornell AVenue' CoIvaIlis, Oregon 97330, phone (541) 7?7-4698. fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 fax (541) 684-J851 63050 Corporate Place, Suite 2: Bend, Oregon 97701 'phone (541)382-4844' fax (541)382-4846 ss ~fEl 11~'ll~lfI;.h'~~~;lIIII~11W!I Geotechnical & Construction SefVices Page 1 of 1 Field Density Test Results - ASTM D 2922 Client: Mr. .Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Ph. II' Operations Maintenance Shop 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 01-31'08 2077102-700 E-18868 COM2007-00828 MOISTURE/DENSITY DATA: ASTM 01557 - Maximum Dry Density of 144.0 pcf, at 6.0% moisture is from our sample no. 1271 dated 05-06-04 for 1 1/2" -0 crushed gravel (Wild ish Sand and Gravel). Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev, (pcf) Moisture (pcf) Compaction Requiremimt 1 Near lines 8.5B I 474.00' I 148,1 7.0 138.4 96.0 I 95.0 Tests performed below finished grade of base rock under slab on grade for new addition on east side of existing buiiding. Remarks: Tony.Dean (Wildish Building Co.) was advised of test results. Reviewed By: (J1.y.~- ~ Michael L. M~yer ~ Technical Manager . . , c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers -(e-mail) Oregon Military Dept. - (ecmail) City of Springfield MLM:jw This report and/or ericlosed lest dilla is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such; in!Onlllllion ~ontajlled herein shall l101 be reproduced in part of full andror allY part thereofbe disclosed without FE! Testing & Inspection, lllc. '5 written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330' phone(541) 757-4698 . fux (541) 757-2'l'Jl 29540 B Airport Road . Eugene, Oregon 97402. phone(541) 684-3849 . fux(541)684-3851 63050 COI]lorate Place, Suite 2 . Bend;.Oregon 97701'. phone (541) 382-4844 . fax (541) 382-4846 ~r..~ ';rtt~ ':Q Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-StrenQlh BoltinQ 1I:"'IlNtt;.ljIN,,~~alllh'.m. GeOtechnical & Construction Services 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.: Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BP No.: 01-29-08 2077102 E-18844 C. Walpoie 5114210-85 ICC Field: 0 Rain COM2007-00828 - .',' Performed visual inspection of welding in-progress at roof .Ievel joist to panel along line E and drag strut connections. Welding was in:progress by certified welders using E7018 S.MAW. process. Also, the high strength bolts at two moment connections at lines 11/B.6 and 12/B.6 were checked for 'snug-tight' conditions and marked with paint for the turn-of-the-nut method. The additional one-third turn was not performed at this time. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work in-progress is in conformance with 'structural drawings, A.I.S.C. manual and applicable AWS D1.1 code,' except if noted above, '..-. Reviewed By: A//~ Dale A. Webber Structural Steel Supervisor c: . Barrantine Bates Lee - (e-mail) kpff Consulting Enginee(s - (e-mail) Oregon Military' Dept. - (e-mail) City of Springfield DAW:jw 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 materiaJevaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed. without FEI Testing & Inspection, lnc,'s written 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 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~...... - ~~rt ~ >,J Page 1 of 1 .1a.'mlrf;.I~"':'~"lIh'1:'IWII. Geotechnical & Cons1ructiqn Services Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ Client: Mr. Jim Thomas Wildish Building Co. P.O Box 7428 Eugene, Oregon 97401 Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Project: LCAF,RC Complex Phase II 3110 Pierce Parkway Springfield, Oregon . , Date: Project No.: Report No.: Inspector: ID No.: 01-22-08 2077102 E-18815 C. Walpole 01040131 AWS CWI Field: Ii1I Overcast _.' COM2007-00828. , Performed re-inspection of the beam to em bed connection at second floor line 13/C previousiy noted on FEI report E-18754 dated 01-16-08. Inspected panel chord splices along lines A and E, from 10 to 22. Note: (2) panel chord connections at line 22/B have not been completed. Completed welds were checked for size, iength, profile and location. Shop: 0 Weather: BP No.: 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 structural drawings, approved change orders and applicable AWS D1.1 and D1.4 codes, except if noted above. li;~ Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e:mail) kpff Consuiting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW: This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertair.s to the specific process .and/or material evaluated. As such, information contajn~d herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. 750 NW Comeli 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 63050 Cofporate Place, Suite ;2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~fEI 1Itl.'IINrt;"h\.'~~lIl1J~'_ Geotechnical & Construction Services S;-s Page 1 of 1 Report of Inspection Services Welding/Hi~h-Stren~th Boltinq Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 . Project: LCAFRC Complex Phase II 3110 Pierce Park wilY Springfield, Oregon. Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabricaiion Wildish Building Co. Shop: Ii1I Weather: BP No.: 01-18-08 2077102 E-18777 R. Bowling 02120381 AWS CWI Field: 0 Inside COM2007'008~8::J -.- "._~'-~-~ Performed visual inspection of stairs 50GA and 508A. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additional services are needed. I To the best of our knowledge, the work checked is in conformance with shop drawings dated 01-07-08 and applicable AWS D1.1 code, except if noted above. Reviewed By: ~L~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the cHent to whom it is ~ddressed and pertains to the specific process and/or material evaluated. As such, information contained he'rein~shall not,bereproduced in part or full and/or any part thereof be'disclosed wi~hout FE! Testing & Inspection, Inc.'s,written authorization. 750 NW ComellAvenue. Corvallis, Oregon 97330, phone (541) 757.-4698 . fax (541) 757-2991 29540 B Airport Road. Eugene, Ore9on 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844'. fax (541) 382-4846 '''''P; I(.~'t ....t "', ~y ~~ II:" II ~I\ei;.h'", ~:.t IlfJi. h't. CLIENT :>s Geotechnical & Construi::tion Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED TEST DATE I 12-28~07 1 01-18-08 ,.1 01-18-08 1 Hold AGE (DAYS) 7 28 28 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Oregon :: _ B,P. NO, ,-COM2007-00828 .. CAST BY 12-21-07 4000 psi 4000 psi 40-1K AEA 3 TICKET NO, 54'F YARDAGE 41' F WEATHER Arms vault #13 walls and lid. A. Fenstermacher II SACKS CEMENT 3089049 10.0 OF 46.0 Partly Cloudy F rom third lift in walls. AREA (IN,') 12.50 12.56 12.56 COMPRESSIVE Ii STRENGTH (PSI) 4540 5720 5710 WEIGHT (LBS) 8.2 8.3 8.3 TOTAL LOAD (LBS) 56700 71900 71700 H A _ Cone 8 - Cone/Split C - Cone Shear D Shear E - Columnar. REMARKS:' Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: /1. ;( Au. ------- Michael L. ~~yr-- '.' . T ~chnical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw DATE PROJECT NO. REPORT NO. 01-18-08 2077102 5626 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 12-22-07 4" x 8" Knife River 3/4" 5" 10:30 AM ASTM C31 AVERAGE STRENGTH (PSI) TIME OF TYPE OF" TEST FRACTURE** 8:35 AM D I 9 :00 AM A .1 9:05 AM 1 C I I 1 ,II 'I 5715 This reportand/or enclosed test data is the confidential property of the ,client to who~ 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:iwritten authorization. 750 NW Camel 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 Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 - . . ," D" ~Ftl Page 1 of 1 '1~'ilflrt;'I/~'~UiIIJI_ Geotechnical & Construclion SeMces Daily Field Report Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 01-16-08 Wildish Building Co. 3110'Pierce Parkway Project No.: 2077102 P.O. Box 7428 Springfield, Oregon Report No.: E-18746 Eugene, Oregon 97401 Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of: 'Reinforcing Steel Weather: Partly Cloudy . Continuous Inspection: 0 Contractor: Wildish Building Co. BPNo.: @.b~~007:00828 Periodic Inspection: Ii1I Performed preliminary inspection on the reinforcing steel for second fioor slab on deck from lines 7 to 10, between A and E. ReinforCing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. Verified welded wire fabric. Note: trim bars around openings are not yet in,place. Also, plans specify the use of a 1" isolation material along the gusset piates where the slabs pours against them. Tony Dean (WBC) stated that clarification would be obtained regarding this material. A final inspection will be performed prior to inspection. To the best of our knowledge, the work in-progress was in accordance with ptans dated 06-28-07 and applicable workmanship provisions of .the I.B.C., except if noted above. Reviewed By: fJt,'1!.~ Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Con suiting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw . . . . This report and/or enclosed test data is the confidential property of the client 10 whom:i! is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein. shall not b'e reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, Inc.'s w:ritten authorization. . 750 NoN Correll Avenue' Cavaliis, Oregon 97330. phone (541) 75,-4698, fax (541) 757-2991 29540 BAirport Road. Eugene, Oregon 97402, phone (541) 684-3849 . fax (541 )684-3851 63050 Corporate Place, Suite 2 . Bend, Ore90n 97701 . phone (541 )'382-4844 . fax (541) 382-4846 ~fE' "~'mlff;<IIm.'~UIIIJ~_ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST AGE DATE (DAYS) .1 01-16-08 I 7 I 02-06-08 I 28 . I 02-06-08 I 28 I Hold I <;:r Geotechnical & Ccnstruction Services Compressive Strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway,; ~SP!ingfield, Oregon B.P. NO. '-CClf,12007-00828 DATE PROJECT NO. REPORT NO. Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP " 1700 TIME ;r 37' F WEATHER Overcast SPECIMEN STORAGE . Second level suspended slab from line A to E, between tines 4and 7. CAST BY S. Daughtry o 1-09-08 4000 psi 4000 psi SACKS 2440NE7100 CEMENT Hot Water, Air, WRDA 64 2 TICKET NO. 63'F YARDAGE 3092830 10.0 OF Near lines 4.7C.5. r AREA (IN.') 12.56 WEIGHT (LBS\ 8.3 COMPRESSIVE STRENGTH (PSII 4590 AVERAGE STRENGTH (PSI) TIME OF TEST 1:30 PM TOTAL LOAD (LBS) 57700 .. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: ;J1.'i,~ Michael L. ~eye{l . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 01-16-08 2077102 5646 01-10-08 4" x 8" Knife River 314" 5.2% 4" 7:55 AM ASTM C31 TYPE OF FRACTURE** D " This report and/or enclosed test data is the confidential property of the client to whom' it is addressed and pertains 10 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 & In$P7~tio~, lnc.'s ~T"itten authorization. 700 NW CanelI Avenue 'CorvaJfis, Oregon 97330' phooe (541) 757-4698, fax (541) 757-2991 29540 BAirport Road . Eugene, Oregon 97402. pilooe(541) 684-3849' fax (541)1384-3851 63050 Corporate Place, Suite 2 . Berd, Oregon 97701 . phone (541 ),,382-4844 . fax (541) 382-4846 I, ~I .~ ~......~ ~"r!:~ 55. Page 1 of 1 ::Report of Inspection Services Weldin~/Hi~h-Streri~th Boltinq ~ - - - . 11~'llIlltI;.I~.'ialllfh!1ill! Geotechnical & Construction Services Client: Mr Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene,. Oregon 97401 Project: Date: Project No.: Report No.: Inspector: 10 No.: LCAFRC Complex: Phase II 3110 Pierce Parkway . Springfield, Oregon . Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabrication Wildish Building Co. Shop: Ii1I Weather: BPNo.: 01-15-08 2077102 E-18729 R. Bowling 02120381 AWS CWI Field: 0 Inside COM2007-0Q~28 ; iI Performed continuous visual inspection of complete penetration groove weids. At HSS members 506A as shown and 506A opposite hand with three splices each member. Inspected fit-up and monitored amps, . volts and travel speed by (2) certified welders using E71T-1 F.CAW. process. All six splices are completed and ultrasonic testing for finai jnspecti~n will be reported under separate cover. 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 01-07-08 and applicable AWS D1.1 code, except if noted above. Reviewed By: . ~ 1/tJA- Dale A. Webber , Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW: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 and/or material evaluated. As such, information contained herein shall not'~be reproduced in part or full an,d/cr any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW 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 Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~"'pp~ '7ftl II:" I h\ltf;"I/~,~~q 11111'1111. Geotechnical & Construction Services Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,. Oregon BP# COM2007-00828 , Date: Project No.: Rpt. No.: Technician: 10#: Shop Ii1I Weld ID: Joint 10:. Contractor: . Wildish 'Building Co. Fabricator or Erector: Metal-Some Fabrication Location 0- . '" . ~ o " . .. . ,. Decibels . 0 . 0 o. C, 0_ 0 ~B 0> 0 ;;:; <II ',~ g! .E << . > , 0 " , o . '. . o . . . 'O...J ,'Qj...J ELL '" 0 0 .. ",' ~" , . ,I ~ ~ .. E' 0 ~ 1 1 " e . , b , d >- ~ ~ I I I 1 1700 I A 11 &21 I 34dbl 1700 I A 11 & 2 1~4db I 1700 I A 11& 2 .1 34dbl I I 1 I I' 17001 A 11 & 21 1 34db 1700 A 11 & 21 1 34db I 1700 A 11 &21 h4dbl 0- . '" . ~ o " !!! ." ~ S06A Stair Stringers I Splice #1 1 Splice #2 I Splice #3 I S06A Opposite Hand Stair Stringers I Splice #1 Splice #2 x x x , X x Splice #3 I Calibration Blocks: IIW, DSC ICOd~Criteria: AWSD1.1-Q6. x " Frequency: 2.25 mhz. Equipment N~.: Panametr,ics 48 Remarks: Reviewed By: JI if!! Structural Steel Supervisor ." '. c: Barrantine Bates Lee - (e-rri'ail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw , >J Page 1 of 1 Report of . Ultrasonic Examination 01-15-08 2077102 E-18730 R. Bowling A.S.N.T. Level II Field 0 Com plete Penetration HSS to HSS Discontinuity . 0 0 ~ . " <5 E 0 ~ .~ " . ~ 0 c. ., 0 o..~ 0 0>' . o 0 . , ~ <<'" ow Distance From X I FromY I I I I I I I 1 1 I I 1 I I I I Cou.plet: Ultragel'l! I .'Gain dB a-b~=d This report and/or enclosed test data is the'confidential property of the client to wholll 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.Testin9 &'Inspection, Inc.'s\~ritten authorization, 7W NW Com~IAvenue' Corvallis, Oregon 97330, phone (541)7!W-4698 . fax (541) 757-2991 29540 B Airport ROad. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 : fax (541 j 3824846 {~ftl 1I~'II~(rt;thl.'~~'l{Ill'IIll1!l CLIENT $"5 C7.;..~lf! Geotechnical 8. Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT 01-1'6-08 2077183 5648 Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 01-16-08 02-06-08 02-06-08 Hold AGE (DAYS) 7 28 28 LCAFRC Complex Rh. II BLM/FS Warehouse, 3110 Pierce Parkway Springfield, Oregon Pending DATE PROJECT NO. REPORT NO. B.P. NO. 01-09-08 CAST BY S. Daughtry 3000 psi 4000 psi SACKS 2440NE7100 CEMENT Hot Water,WRDA 64, Air. 1 TICKET NO. 3092856 610 F YARDAGE 10.0 OF 440 F WEATHER Overcast Spread footing at lines C2, C3, C4, C5 and C6. 18.0 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE At line C2. AREA (IN.') 12.56 AVERAGE STRENGTH (PSI) TIME OF TEST 1:20 PM WEIGHT (LBS) 8.2 TOTAL , LOAD (LBS) 64200 COM PRESSIVE STRENGTH (PSI) :: 5110 H A COrle B - Cone/Split C _ Cone Shear 0 _ Shear E Columnar :1, REMARKS: Tony Dean (Wildish Building Co.) was advised of on,site test results. I Reviewed By: fJ7, ';t. fAt- Michael L. Meyer .T echnical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting En9ineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) MLM:jw 01-10-08 4" x 8" Knife River 3/4" 51/4" 1:50 PM ASTM C31 TYPE OF FRACTURE"''''' D I I I I . 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.'swritten authorization, 750 NW Cornell 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 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 55 ~",p , ~~rt ~ 11:"'"N~;41lll~,~;ellm_ Cc.v~~'1l1jcal & Construction Services Page 1 of 1 Report of Inspection Services Weldin~/Hi~h-Stren~th Boltin~ . Client: Mr. Jim Thomas WildishBuilding 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.: 01-16-08 2077102 E-18754 C. Walpole 01040131 AWS CWI Field; Ii1I OvercasL . [f:QM200M0821? Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BP No.: , Performed visual inspection of beam to beam, beam to column and .beam to panel and column to panel connections at the second floor level between grid lines A and E, from 10 to 22. Also, inspected joist to panel connections at the roof level along line E, from 1 to 7. Note: a shear clip at the beam to panel connecti'ons on line 13.3/C has not been welded. Also, the bolted connections at grid lines 11/B.6 and 12/B.3 could not be accessed to 'twist-off.' Contractor was notified the bolts would need to be brought into tension using the turn-of-the-nut method. Checked shear studs, Hilti pins and button punch at second floor sheet metal 'decking between grid lines A and E, from 7 to 16. Completed welds were checked for size, length, profile and location. Shear studs were checked for 3600 flash and by ring/bend test. Verified high strength TCB boits were brought into tension where applicable.' 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 structural drawings, approved change orders, A.I.S.C. manual and applicable AWS D1.1 code, except as noted above. . . I Reviewed By: N/fP . Dale A. Webber . Structural Steel Supervisor c:. Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW: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 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' Corvallis, Oregon 97330. phone (541)757-4698 . fax (541) 757-2991 29540B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 5S, A"~rP!: ~ ~Y ~l Geotechnicai & Construction Servi= Compressive Strength of Concrete (ASTM C 39) IJ:11W.rt:"h\~'\~:.IIIJmwg CLIENT Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfieid, Or!'90n ----~~._-.--....,..., B.P. NO. '. y()}02007-,00828 DATE PROJECT NO. REPORT NO: 01-16-08 2077102 5647 DATE' CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 01-09-08 4000 psi 4000 psi SACKS . 2440NE7100 CEMENT Hot Water, Air, WRDA 64 11 TICKET NO. 3092842 62'F YARDAGE 10.0 OF 170.0 41' F WEATHER Overcast , " Second level suspended slab from line A to E, between lines 4 and 7. CAST BY S. Dau9htry DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 01-10-08 4" x 8" Knife River 3/4" .5.9% 53/4" 10::,!OAM ASTM C31 LOAD 11 SAMPLED Line B.2 at 5.5. AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYP E OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) r (PSI) TEST FRACTURE" 01-16-08 . 7 12.56 8.2 52200 4160 I 1:35 PM D 02-06-08 28 l 02-06-08 28 :'[ Hold .. A-Cone B-ConefSplit C'-Cone Shear D-Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results:' Reviewed By: /h.'i.IJuu~ Michael L. M;y~rr . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) City of Springfield MLM:jw This report andlor enclosed test data is the confjdentlal property of the client to whom it is addressed and pertains to the specific process andlor material evaluated. As such, information co-ntained herein shall no~'be reproduced in part or fLill andlor 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 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 A~"'''~ ~9rtl 11.'llml;4I h\~'~~(IlIJIIJJWI CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED ss Geotechnical & Construction Servires Compressive Strength of Concrete I . . (ASTM C 39) PROJECT B.P.NO. LCAFRC Complex Phase II 3110 Pierce Parkway" Spr~g!!.eld,_Oregon . '-COM2007-00828 / I.. _'---.- DATE' PROJECT NO. REPORT NO. 01-14-08 2077102 5643 01-07-08 4000 psi 4000 psi 40-1K CAST BY DATE RECEIVED 01-08-08 SPECIMEN SIZE 4" xB" SUPPLIER Knife River MAX SIZE AGG. 3/4" AIR CONTENT 4.6% SLUMP' 51/4" 170.0 TIME 11:10AM SPECIMEN STORAGE ASTM C31 J. Keller SACKS . CEMENT Hot Water 11 TICKET NO. 3089205 62' F YARDAGE 10.0 OF 41' F WEATHER Overcast Second floor slab lin'e 1 to 4, from A to E. Near lines 2.8C.6. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE' STRENGTH TIME OF TYPE OF DATE IDAYS) _(IN.') (lBS) lOAD (lBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 01-14-08 7 12.56 8.4 62500 1 4980. I" .1 8:15 AM D 02-04-08 28 1 1 02-04-08 28 I, I Hold, .. A-Cone B-Cone/Splil C - Cone Shear .D. Shear E,-Columnar REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results. Reviewed By: (JJ .'J/,~ - Michael L. ~e~eU- Technical Manager . . ~: .'1 c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon MiiitaryDept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw . . . 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 b'e reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc's written authorization. . 700 t-NV CamelI Avenue' Corvallis, Oregon 97330. phone (541) 7574698 . fax (s41) 757-2991 29540 SAirport Road. Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 1384;J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ):3824844 . fax (541) 382-4846 Sft~ .1:"lt~lrt;.11t.':J~tllll~1JW! CLIENT 55 Geotechnical & Cons1ruction Servioos 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 31'10 Pierce Parkway ~pringfi"ld,_Oregon B.P. NO.' COM2007-00828 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 4 SAMPLED TEST DATE 01-14-08 02-04-08 02-04-08 Hold AGE (DAYS) 7 28 28 CAST BY J. Keller 01-07-08 4000,psi 4000 psi 40-1K Hot Water 4 TICKET NO. 30891 91 60" F YARDAGE 10.0 OF 170'0 36" F WEATHER Light snow showersl' Second floor slab line 1 to 4, from A to E. SACKS CEMENT Near lines 1.5D. AREA (IN.') 12.56 WEIGHT (LBS) 8.3 COMPRESSIVE STRENGTH (PSI) 4740 .1:, I" TOTAL LOAD (LBSl 59500 I I I , ;. A - Cone' B - COM/Splil C - Cone Shear D - Shear E ~- Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: A.~Au. -- Michael L. ~Meyc;J;. . Technical.Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers ~ (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfr.eld MLM:jw DATE PROJECT NO. REPORT NO. . 01-14-08 2077102 5642 01-08-08 4" x 8" Knife River 3/4" 5.7% 6" 9,00 AM ASTM C31 TYPE OF FRACTURE- D This report and/or enclosed test data is the confidential property of the c1ient,to whom.it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not he reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection" Inc.'s Written authorization. . DATE RECEIVED SPECIMEN SIZE .SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP. TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 8:10AM 7fIJ N0J ComeIIAvenue' CorvaJr" Oregon 97330, phone (541) 757-4698:fax (541) 757-2991 29540 B Airp<xl Road . Eugene, Oregon 97402, phone (541)Wh3849' fax(541) 684-3851 630fIJ Corporate Place,Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 RECEIVED JAN 2 2 Z008 Jr'4J pop. c ~yrt ~ W:'""":4""'''lWlIlll!! Geotechnical & Construction Services c;s Page 1 of 1 , irReport of Inspection Services Welding/Hi~h-Stren~th Boltinq . Client: Mr. Jim Thomas 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.: Project: Inspection of: Fabricator or Erector: Contractor: Shop: Ii1I Weather: BPNo.: Welding Metal-Some Fabrication Wildish Building Co. 01-14-08 2077102 E-18704 R..Bowling 02120381 AWS CWI Field: 0 Inside ......,.-r.._._ r ~oMio_o.? :OO~;;? Performed continuous. visual inspection of complete penetratio~ groove welds on stair stringer 506A. Inspected fit-up and monitored amps, volts and travel speed by C1) certified welder using E71T F.CAW. process. Three of the six splices are completed and pending ultrasonic testing for final inspection. . ' . ! To the best of our knowiedge, the work checked and in-progress is in conformance with shop drawings dated 01-07-08 and applicable AWS D1.1 code, except if noted above. . Reviewed By: ~ /iIA Dale A. Webber ~tructural Steel Supervisor c: Barrantine Bates Lee-'(e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This rep~:lIt and/or enclosed test data is the confidential property of the client to whC?m 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 FE! Testing & Inspection, Inc,'s written authorization. 750 NW 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 Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .'. 4\.~"p , ~7tt~ ->5, Page 1 of 1 Geotechnical & Construction Services Daily Field Report 11~'IIi'lrt:.I~"'~=lll!illlllL!l Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 LCAFRC Compiex Phase II 3110 Pierce Parkway Springfield, Oregon " Date: Project No.: Report No.: Inspector: 10 No.: Project: 01-09-08 2077102 E-18669 S. Daughtry 5120223-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Overcast BP No.: CCOjiX20PZ:008~8 Continuous Inspection: 0 Periodic Inspection: Ii1I Observed the placement of 170.0 cu./yds. of Knife River 4000 psi concrete (Mix 2440NE7100) in the second floor ievel suspended slab from line A to E, between 4 and 7. Concrete was placed by pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders. Reinforcing steel was previously inspected by our representative on 01-08-08 (ref.: FEI report no. E-18658). Tony Dean (WBC) was notified of on"site test results. Set 1 - Load 2 Slump - 4" Concrete Temperature - 63F Air Temperature - 37F Air Entrainment - 5.2% Set 2 - Load 11 'Slump - 5 3/4" Concrete Temperature - 62F Air Temperature - 41 F Air Entrainment - 5.9% ,I Mr. Dean was asked to notify our office when additional s~rvices are needed. To the best of our knowledge, the work inspected was in" accordance with plans dated 06-28-07, em ail from KPFF dated 12-12-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: !h.<(~ Michaei L. Meyer Technical Manager Barrantine Bates Lee - (e_mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield c: MLM.:jw 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 n,9t be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization, , 7fIJ NW Camell Averue. Corvallis, 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 Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4844 . fax (541) 382-4846 RECEIVED JAN 1 4.1008 \~ $5 (~ft Page 1 of 1 11~'"mi:"IIi.' ~:'.llIh'llU!I Geotechnical & Construction ServiCES Daily Field Report <:;/ient: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Park"Yay Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 01-08"08 2077102 E-18658 R. Marjama 5235029-49 ICC Inspection of: Reinforcing Steel Contractor: Wild ish Building Co. Weather: OvercasUShowers- BP No.: (C0M2007-00828,r Continuous Inspection: 0 Periodic Inspection: Ii1I Performed inspection on the reinforcing steel for second floor slab within lines 4 to 7 and Ate E. Reinforcing steel was checked for graqe, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire. A final inspection will be performed prior to concrete placement currently scheduled for ,01-09-08 AM, per Tony Dean (WBC). . " To.the best of our knowledge, the work inspected was in' accordance with plans dated 06-28-07, RFI dated 12-12-07 and applicable:workmanship provisions of the I.B.C., except if noted above. Reviewed By: ;1J. 't IJuv. - Michael :. Me~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-maii) Oregon Military Dept - (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property oflhe client towhom it is addressed andpertains 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.'~ written authorizatio!1. 750 NW Camell Avenue' CorvaIis, Oregon 97330. phcne(541) 757-4698, fax (541) 757-2991 29540 B Airport Road. Eugene: Oregon 97402 . phone (541) 584-3849 fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846 I;' (~fE) $5' Page 1 of 1 c&'-:c"'; ,nical & O:Jnslruclion Services Daily Field Report 11:"'llllti;'I~."I~Ullfh'lIill!I Client: Mr. Jim Thomas Wildish \?uilding 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.: Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: OvercasUSnow, BP No.: ['COM2007-00828 -, . - - ~"","-....'-' ~! . . Continuous Inspection: 0 Periodic Inspection: Ii1I Performed final inspection on the reinforcing steel for second ftoor slab within lines 1 to 4 and A to E. .Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire. 'Note: trim bars noted on FEI report no. E-18637, dated 01-04-08 are in place. Also, superintendent elected to have two missing edge dowels on line E drilled and epoxied into place. #4 x 36" dowels were secured with Hiiti Hy 150 epoxy (ICBO #5193, expiration date 05-08). Verified embedment depth of 4". Holes were cleaned with compressed air and brush. Observed the placement of 170.0 cu.lyds. of Knife River 4000 psi concrete (Mix 40-1K) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders. Tony Dean (WBCj' was advised of on-siie test results. Set 1 Slump - 6" Concrete Temperature - 60F Air Temperature- 36F Air Entrainment - .5.7% Set 2 "Slump - 51/4" , Concr~le T em perature ~ 62F Air Temperature - 41F Air Entrainment - 4.6% Mr. Dean 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: /JJ.'t, Michael L eyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. -(e-maii) City of Springfield MLM:jw 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.'~ written authorization. 750 rwv ComEJIAvenue' Corvallis, Oegon 97330, phone(541)757-4698 . fax (541) 757-2991 29540 B Airport Road' Eugene, Oegon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend. Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 01-07-08 2077102 E-18638 R. Marjama 5235029-49 ICC $S ~pp~ ~"..rtl Page 1 of 1 1I),,"11111't;"m,'~~t1IIJ~.h'l. Gvu~~ II l;cal & Construction ServiCBS '. Report of Inspection Services Welding/High-Strength Boltin~ Client: Mr. Jim Thomas WildishBuilding Co. PO. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 01-07-08 2077102 E-18652 C. Walpole 01040131 AWS CWI . Field: Ii1I Overcast ,-COM2007-00828 '--....,. ---'.--.... '- Inspection of: Fabricator or Erector: Contractor:' Welding REFA Wild ish Building Co. Shop: 0 Weather: BP No.: Performed continuous visual inspection during in.progress welding of multipass filletwelds on brace frame connections. inspected fit-up and monitored amps, volts and travel speed by (3) certified welders using E71T.8 F.C.AW: process. Welding was completed on line 18 between Band B:6, from the first floor to roof level, on line 22, between Band C, from the second floor to' roof and on line A, between 19 and 20, from the second floor to roof level. Completed welds were checked for size, length, profile and I.ocation. Also inspected shear studs. and Hilti pins in sheet metal decking at the second floor from line 1 to 7, between A and E. Nelson studs were checked for location and b'y ring/bend test. Hilti pins were checked pet manufacturer's suggested installation instructions. 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 structurai drawings, change orders,and applicable AWS D1.1 code, except if noted above. Reviewed By: Jlvt~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw 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 futl and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. . ~ 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 7574898, fax (541) 757-2991 29540 B Airport Road. Eugene, Oregon 97402. phone (541)684-3849' fax (541)684-3851 . 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ')) 1~~rP..p-, ..:<llF ' W J ...... J 1a1l1U!1:4htl,':':lll!IDJ1\1!i Page 1 of 1 Geotechnical & Construction Services 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.: 01-04-08 2077102 E-18637 R. Maqama 5235029-49 ICC Inspection of: Reinforcing Steel Contractor: . Wildish Building Co. Weather: Overcast BP No.: c..~?M26().7-?'o~-28 Continuous Inspection: 0 Periodic Inspection: Ii1I Performed inspection on the reinforcing steel for second floor slab within lines 1 to 4 and A to E. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire. .At the time of inspection, trim bars around slab openings near lines 4B still needed to)'be installed Also, two edge dowels along line E at a'pproxlmately lines 1.8 and 2.9 could not be installed due to mis- located or missing dowel coupler. Ian (WBC) will contact engineer for instructions on retrofit or deletion of dowels. A final inspection wili be; performed prior to' concrete. placement, currently scheduled for 01-07-08 perJony DeEm (WBC). To the best of our knowledge, the work inspected was inlaccordance with plans dated 06-28-07, RFi #158 dated 11-30-07 and applicable workmanship provisions of the LB.C., except if ~oted above. Reviewed By: 1J; .--;:, /Au1~m Michael L. ~eyi1 Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-maii) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw This report and/orenclosed test data is'the confidential property of the client to wh'om it is addressed and pertains to the specific process and/or material evaluated. As such, information contained hereiri sh.all not be reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization: . 750 NW CorrlellAvenue' Corvallis, Clregm 97330, phone (541) 757-4698 . fax (541)757-2991 29540 BAirportRoad' Eugene, Clregm 97402 phone (541) 1384-3849 . fax(541) 684-3851 63050 Corporate Place, Suite 2 . Bend,Oregon97701 . phone (511) 3824844 . fax (541) 3824846 ~Ftl 55 Page 1 of 1 ,Report of Inspection Services Weldin~/High-Strength Boltin~ 1I~'llm';"I/.'~~"\'Ji'.IIl" Geotechnical & Cons1ruction Services 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.: Inspection of: Fabricator.or Erector: Contractor: Shop: 0 Weather: BP No.: Welding REFA Wildish Building Co. 01-03-08 2077102 E-18582 C. Walpole 01040131 AWS CWI Field: Ii1I Overcast (coMtQOF60828 '" 'j ~ -,,---,,_._.~ ~.' ..<- , . I Performed continuous visual inspection during in-progress welding. of multipass fillet welds larger than 5/16" on brace frame connections. Inspected fit-up and monito'red amps, volts and travel speed by (3) certified welders using E71T-8 F.C.AW. process. Welding is in-progress at brace frames between Band B.G on line 18, between Band C on line 22 and between 19 and 20 on line A. . . . To the best of our knowledge, the work checked is in conformance with structural drawings and applicable ,AWS D1.1 code..except if noted above. Reviewed By: J{{i!It Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW'jw 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 materia! evaluated. As such, information contained herein sh.all not be reproduced in part or full and/or any part thereof be disclosed withqu.t FEI Testing & Inspection, lnc.'s written authorization. . I . . , . 750 NW 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 Place, Suite 2 . Bend, Oregon 97701 . phone (~1) 382-4844 . fax (541) 382-4846 ss ~fEI 1I:tl'IlIIc:t;"j~"'i/;'IlII\_ Geotechnical & Construction Services Page 1 of 1 !,Report of Inspection Services Welding/High-Strength Boltin~ Client: Mr. Jim Thomas Wild ish Buiiding 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.: 01-02-08 2077102 ,. Ec 18570 C. Walpole 01040131 AWS CWI Field: Ii1I Rain '-'CQM2007:,OQ828 . ~,...._......-".,. "_"r.~,,~. '~..';-__ I,,!spection of: Fabricator or Erector:' Contracto,: Welding REFA' Wildish Building Co. Shop: 0 . Weather: BPNo,: Performed continuous'visual inspection during in-progress welding of multipass fillet welds larger than 5/16' at brace frame connections between grid lines Band B6at'grid lines 10 and 18 and between Band C, on ,line 22. 'Inspected fit-up and monitored amps, volts and travei speed by (2) certified welders using E71T-8 F.C.AW. process. Welding was completed on grid line JO. Completed welds were checked for .' size, length, profile and location. To the best of our knowledge, the work checked and incprog'ress is in conformance with structural drawings and applicable AWS D1.1 code, except if noted above. Reviewed By: R/ ItUt Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield v DAW:jw e, 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 & lnspeclion, Inc.'swriUen authorization. .750 NW Comell.o.venue' Corvallis, 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 Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 >$ {~ftl Geotechnical & Construction Services Compressive Strength of Concrete. (ASTM C 39) ,~ . II~lIIHrt;"h\~'~:'I\IJt_ CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Ore90n 97401 PROJECT LCAFRC Complex Phase II 311 0 Pierce Parkway Springfield, Oregon _.-.-._~.----- B.P. NO. I COM2007-00828 '":-.'___"1_ DATE PROJECT NO. REPORT NO. 12-26-07 2077102 -5588 DATE CAST 11-28-07 CAST BY R. Marjama DATE RECEIVED 11-29-07 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440NE7100 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Hot Water AIR CONTENT LOAD NO. 2 TICKET NO. 2989876 . SLUMP 5 1/2" " CONCRETE TEMP 610 F YARDAGE 10.0, OF 40.75 TIME 7:50 AM AIR TEMP 330 F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31 POUR LOCATION Slab on grade within lines E to F and 10:5 to 12.5. LOAD 2 SAMPLED Approximately lines 11 E.5. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) {IN:'} (LBS) LOAD (LBS) STRENGTH (PSI) 12-05-07 7 12.56 8.3 54600 I .4350 12-26-07 28 12.56 8.2 72800 I 5800 12-26-07 28 12.56 8.3 74900 I 5960 Hold I AVERAGE STRENGTH . (PSI) 5880 TIME OF TEST 8:30 AM 9:55 AM 10:00 AM TYPE OF FRACTURE~ D D D .. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: . Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: MI!i~el~~~ T echnica! Manager '? c: Barrantine Bates Lee..,... (e~mail) . kpffConsulting Engineers - (e-mail) Oregon Military Dept. - (e~mail) Knife River - (e.mail) City of Springfield RECEIVED JAN 02 Z008 MLM:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains tothespecific process:and/or material evaluated: As such, information contained herein shC!1I not be reproduced in part orJull and/or any part thereof be disclosed without FEI Testing & Inspection, lnc.'~ written authorization. . 750 rwv ComellAvenue' Corvallis, 0regJn 97330, phone (541) '(57-4698' fax (541)757-2991 29540 B Airport Road . Eugene, 0regJn 97402. phone (541)684-3849 'fax(541)684-3851 63050 Corporate PlaCe, Suite 2. Bend, Oregon 97701 . phone (5<1,1) 382-4844. fax (541) 3824846 )5. ~.... . ~"ttl 1lWl!I;jI""'''''''''Illl!l Geotechnical & Construction Services Page 1 of 1 " Report of Inspection Services Weldi ng/Hi~h-Stren~thBolti n~ Client: Mr. Jim Thomas Wildish Building Co. PO. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex i: Phase II 3110 Pierce Park,,:,ay Springfield, Oregor Date: Project No.: Report No.: Inspector: 10 No.: 12-26-07 207710:2 E-18529 C. Walpole 01040131 AWS CWI Field: Ii1I l3aln~~ . . Cci9f.i2007.~oci828 Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BPNo.: Performed continuous visual inspection of complete penetration groove weids at second floor moment connections at grid line B.6/10. .Inspected fit-up and monitored. amps, volts and travel speed by (1) certified welder using E71T-8 F.C.AW. process. Connections were completed during time of inspection and are pending ultrasonic testing for final acceptance. . '. . To the best of our knowledge, the work checked is in conformance with structural drawings and applicable AWS D1.1 code, except if noted above. ' Reviewed By: ~'fff Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e~mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/orenclosed lest data is the confidential property of the c1ient'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' 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 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~",p -, ~?tt~ Sf Page 1 of 1 ," ii Report of Inspection Services Weldin~/Hi~h-Stren~th Boltinq '1~'IlIICl:.I~'.':I~'llIh'ill/l. Geotechnical & Construction Services Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 LCAFRC Complex, Phase II 3110 Pierce Parkway Springfield, Oregon Project: Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Metai"Some Fabrication Wildish Building Co. Shop: Ii1I Weather: BPNo.: 12-21-07 2077102 E-18515 C. Walpole 01040131 AWS CWI Field: 0 Inside C~OM2~0~'~0828_ Performed visual inspection on fabricated structural steel beams 505B and (2) 505C and columns 505DR, 505DL, (2) 505F and'(2) 505G. Completed weids were checked for size, length, profile and location. ~l Fabricator was asked to notify our office when additional services 'are needed. . . , To'the best of our knowiedge, the work checked is in conforma[1ce with shop drawings dated 12-18-07 and applicable AWS D1.1 code, except if noted above. ' Reviewed By: 11!~~ Structural Steel Supervisor. c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report andlor enclosed test.data is the confidential property of the client /0 whom il is addressed and pertains to the specific process andlor 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 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 Place, Suite 2 . Bend, Oregon 97701 . phone (54,1) 3824844 . fax (541) 3824846 S'S- .... r... ;, ./5;",\ ~t'" ij b..~. .-~ ... .... ;j Page 1 of 1 11:"'llml:411'1o~~;lIIII~_ Geotechnical & Consbuction Services Daily Field Report Client: Mr. Jim Thomas Project: LCAFRC Complex ~hase II Date: 12-21-07 Wildish Building Co. 3110 Pierce Parkway Project No.: 2077102 P.O. Box 7428 Springfield, Oregon I Report No.: E-18507 Eugene, Oregon 97401 Inspector: A. Fensterm acher 10 No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Partly Cioudy. Continuous Inspection: 0 ,~-<".> Contractor: Wildish Building Co. BP No.: COM2007 -00828 Periodic Inspection: Ii1I l______ Performed inspection on the reinforcing steel for arrl!s vault #13 walls and lid. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. Observed the placement of 46.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1K) in areas listed above. Concrete was placed by pump and was mechanically. consolidated. Cast one (1) set offour (4) 4"x 8".conwlte test cylinders. Ian (WBC) was notified of on-site test results: slump 5"; concrete temperature 54F; air temperature 41F. Ian 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: il~~' (!:r- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e~mail) Oregon Military Dept. ~.(e-mail) City of Springfield V MLM:jw This report and/or enclosed test data Is the confidential property of the client to who.m it is addressed and pertains to the specific process and/or material evaluated. As such. informatio.n contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorizatiqn. 750 NW ComEJI Avenue' Corvallis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, 0reg0n97402' phone (541)684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54:1) 382-4844. fax (541) 382-4846 S"T ~fEl Page 1 of 1 f1~'IlNrt;"I~~':J;"ltlh\al~ICl ~u~~v: 1I1ical & Construction Services ~ ;: Report of Inspection Services Weldin~/Hi~h-Stren~th Boltinq . Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Comple~ Phase II ,i 3110 Pierce Parkway Springfield.. Orego~ , Date: Project No.: Report No.: Inspector: 10 No.: 12-21-07 2077102 E-18508 R. Bowling 02120381 AWS CWI Field: Ii1I CI~y,_...".. <. r-COM2007c00828 ''- -'-----. .-...- - . Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop:. 0 Weather: BPNo.: Performed continuous visual inspection of complete penetration', of beam to column connections at grid line 10/B.6 on second floor level. Inspected fit-up and monitored amps, volts and travel speed during in- progress welding by.(1) certified welder using E71T-8 F.C.AW. process. Completed welds were checked for size, length, profile and location. Pending ultrasonic testing .for final acceptance. To the best of our knowledge, the work checked and in-progress is in conformance with structural drawings dated 06-28-07 and applicable AWS 01.1 code, exceptif noted above. Reviewed. By: ~f~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff 80nsulting Engineers - (e-mail) Oregon Miiitary Dept. - (e-mail) City of Springfield DAW:jw 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 andlor material evaluated. As such, information coritained herein shall not be reproduced in part or full and/or. any part thereof be disclosed without FEI Testing & Inspection, Inc.'~ written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541 j'757-4698' fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 97402. phone (541) q84-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 , . 5S. ~fEl Page 1 of 1 m,'mll't:.II'..'~:'IlIl\'lIm. Geotechnical & COns1ruction Servioos : Report of Inspection Services Weldin~/Hi~h-Stren~th Boltinq Client: Mr. Jim Thomas Wildish B'uilding Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce. Parkway Springfield, Oregon . !~ Date: Project No.: Report No.: Inspector: ID No.: 12-20-07 2077102 E-18521 R. Bowling 02120381 AWS CWI Field: Ii1I Partiy Cloudy CS6M?09?:098~8 Inspectio~ of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: 0 Weather: BP No.: Performed continuous visual inspection of multipass fillet welds larger than 5/16" of brace frame on grid line 13, between Band B.6, from the second floor to roof. Inspected fit-up and monitored amps, volts and' travel speed during in-progress welding by (2) certified welders using E71T-8 'F.CAW. process. Completed welds were checked for size, length, profile and locati~n. II " Welding is in-progress on the second floor beam to column connections at grid line 10/B.6. To the best of our knowledge, the work checked and in-progress is in conformance with structural drawings dated 06-28-07 and applicable AWS D1.1 code, except if noted above. . " Reviewed By: NLf# Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Depl. - (e-mail) City of Springfield DAW:jw This report andlor enclosed test data is the confidential property of the client to whgm it is addressed and pertains to the specific process andlormaterial evaluated. As such, information contained herein shall not be reproduced in part or full and/or.any part thereof be disclosed without FEl Testing & Inspection, Inc.'s written 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 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 55. ~FEl Page 1 of 1 m.'II~lfl;.l\\~'~~lIl11'll.m. Geotechnical & Constn..JCtion Services . ~eport of Inspection Services Weldin~/Hi~h-Stren~th Boltin~ 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: IDNo.: 12-19-07 2077102 E-18496 C. Walpole '01040131 AWS CWI Field: Ii1I ,9.vercastJRa'I' '. COM2007 -00828 ~.,_._. . '--- .- Inspection of: Fabricator or Erector: Contractor: Welding REFA Wildish Building Co. Shop: . 0 Weather: BPNo.: Performed continuous visual inspection during in-progress welding of fillet welds larger than 5/16" on second floor and penthouse level brace.frame connections on grid line 13 between Band B.6. Inspected fit-up and monitored amps, volts and travel speed by (1) certified welder using E71T-1 F.C.AW. process. Weiding was not completed at the location noted above. . To the best of our knowledge, the work in-progress is in conformance with shop drawings and applicable AWS D1.1 code, except if noted above. Reviewed By: ~/~ Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military DeRt. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential propelty 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 pa_rt thereof be disclosed without FEI Testing & Inspection, lnc.'s Written authorization. 750 NW Co~ell Avenue. Corvallis, Oregon.97330' phone (541) ~57-4698' fax (541) 757-2991 29540 B Airport Road, EUgene, Oregon 97402' phone (541) 68~,3849' fax (541) 684-3851 63050 Corporate Place, ::;uite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4646 ..1, SfEl , , Sf. Page 1 of 1 . Report of Inspection Services Welding/High-Strength Boltin9- ,"';'l'II/":~JIIl':t:'IlJ'r.h'I" ~c.....; u ,m! & Consbuc:l:ia1 Services Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97~01 Project: LCAF,RC Complex, Phase II '3110 Pierce Parkway Springfield, Oregon'. Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Shop: 0 Weather: BPNo,: Welding REFA Wildish Building Co. ,. 12-18-07 2077102 E-18489 L. Postier 05120541 AWS CWI Field: Ii1I Overcast f --COM2,QoLQQ828 Performed continuous inspection of multipass fillet welds larger th~n 5/16" on brace frame connections at lines A/3 to 4 penthouse level and 13/B to C second floor. Insp~cted fit-up and monitored in-progress welding by (2) certified welders using E71T-8 F.CAW. process. Welding was completed on BF-A/3 to 4 during tim'e of inspection. Completed welds were checked for size,jlength, profile and location. ,I To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28- 07 and applicable AWS D1.1 code, except if noted above. ' .;~ Reviewed By: tit{ i#ll Structural Steei Supervisor c: Barrantine Bates Lee - (e-maii) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield . DAW:jw 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 sh<;111 not be reproduced in part or fUll and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s ~tten authorization. 750 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698' fax (541) 757-2991 29540 B Airport Road' EUgene, Ore9on 97402. phone (541) 684-3849' fax (541) 684-3851 63050 Corporate Place; Suite 2. Bend, Oregon 97701 . phone (541 )382-4844' fax (541) 382-4846 ~....... ' ~7tt~ ""''''Ii:'''''''''''''.'''. Geotechnical & Construction SeNio3s SS, Page 1 of 1 Report of Inspection Services WeJding/High-Stren~th Bolting Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene,Oregong7401 Project: LCAFRC Complex ~: Phase II 3110 Pierce Parkw<i'y Springfield, Oregon' Date: Project No.: Report No.: Inspector: ID No.: . Inspection of: Fabricator or Erector: Contractor: Shop: 0 Weather: BPNo.: . Welding REFA Wildish Building Co. 12-17-07 2077102 E-18478 L. Postier 06120541 AWS CWI Field: Ii1I Overcast @2~M?OO7,;Q.Q8t~~ -; Performed continuous inspection of multipass fillet welds on brace frame connections on line 10, from B to C, second floor to roof and on A, from 3 to 4 penthouse to roof level. Inspected fit-up and monitored in- progress welding by (2) certified welders using E71T-8 F.CAW." process. Welding was completed at 10/B and C. Completed welds were checked for size, length, profile and location. , , 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 structural drawings dated 06-28- , I 07 and applicable AWS D1.1 code, except if noted above. ' Reviewed By: ~//tIA Dale A. Webber. Structural Steel Supervisor, c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield . DAW:jw This report and/or enclosed. test data is the confidential property of the client to whom it is addressed and pertains to the specific pro','ess and/or material evaluated. As such, informalion.contained herein shall not be reproduced. in part or full and/or any part thereof be disclosed withoutFEI Testing & Inspection, lnc.'s ~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 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4646 , A~p.p J ...?tt .1$.'IIWt;'li'L1~UiIllIiU CLIENT 55 GeotechniCal & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED PROJECT. LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Orego,n , B.P. NO. " COM2007-00828 CAST BY A. Fenstermacher: DATE PROJECT NO. REPORT NO. 12-13-07 2077102 .5600 12-06-07 3000 psi 4000 psi 40-1K AEA 1 TICKET NO. 2322949 60" F YARDAGE 10.75 OF 48" F WEATHER Rain Th'ree (3) arms vaults between lines 4and 7.5. SACKS CEMENT 70.0. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 12-07-07 4" x 8" Knife River 3/4" 5" 9:45 AM ASTM C31 From first lift of middle vault walls. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE tDAYS\ (IN'l tLBS\ LOAD tLBS\ STRENGTH rpslI . IPSII TEST FRACTURE" 12'13-07 7 12,56 8.5 60300 4800 10:40 AM D I 01-03-08 28 I 01-03-08 28 I Hold I "A-Cone B.ConelSplit C;-ConeShear D.Shear E-Columnar REMARKS, Tony Dean (WMish Building Co.) was advised of on-site test results. Reviewed By: fJt.~.~- Michael L. ~eyel-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 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 FEl Testing & Inspection,.lnc.'s written authorization. 7W NWComellAvenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Qegor 97402, phone(541)6IM,-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846 5,>_ {~ft~ Geotechnical & ConstruCtiOn Services Compressive Strength of Concrete (ASTM C 39) 11~'ml~;'tl~'~:'HIJI_ CLIENT 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.' COM2007-0Ofl28 ' DATE PROJECT NO. REPORT NO. 12-13,07 2077102 5571 DATE CAST 11-15,07 CAST BY A. Fenstermacher:- DATE RECEIVED 11-16,07 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" 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. 2989613 SLUMP 41/2" CONCRETE TEMP 6r F YARDAGE 7.0 OF 7.0 TIME 2:30 PM AIR TEMP 5r F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Stem wall between lines E arid F, from 10.5 to 12.5. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE , DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) , 11-21-07 6 12.50 8.3 55100 4410 12-13-07 28 12.56 8.3 73300 5840 12-13-07 28 12.56 8.3 76600 6100 ,I Hold 1 AVERAGE STRENGTH (PSI) 5970 TIME OF TEST 9:10AM 10:20 AM 10:25 AM TYPE OF FRACTURE" D D D .. A - Cone B - Cone/Split C - Cone Shear D - She~r 'E - Columnar REMARKS: Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: fJ1. '%~ Michael L.-Me,t{- . Technical Manager c: Barrantine Bates Lee - (e~mail) kpff Consultin9 Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) City of Springfield MLM:jw 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 Dr full and/or any part thereof be 'disclosed without FEI Testing & Inspection, Inc.'~ written authorization. 7m NW ComelAvenue. Corvallis, Oregon 97330, phone (541) ,\57-4698 . fax (541) 757-2991 29540 B I\jrport Road' Eugene. Oregon 97402 . phone (541) IJ8:4-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846 ~. Page 1 of 1 Report of Inspection Services Weldin~/High-Strength Bolting m'"""'"""U"U1~.IIl. Geotechnical & O:>ns1rucIion Services . Client: Mr. Jim Thomas Wildish Building Co. PO Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex " Phase II 3110 Pierce Parkw~y Springfield, Oregon. Date: Project No.:. Report No.:, Inspector: ID No.: 12.12-07 2077102 E-18422 C. Walpole 5114210-85 ICC Field: Ii1I ,OvercasL-... - ~~32~!.,-?,~~2~ . Inspection of: Fabricator or Erector: Contractor: Welding Reefa Wildish Building Co. Shop: 0 Weather: BPNo.: Performed continuous visual inspection during in-progress welding of multipass fillet welds larger than 5/16" on brace frame knife p'late to column connections (ref.: deta'ils 4 and 5/S303). Inspected fit-up and monitored amps, volts and travel speed by (1) certified welder using E71T-8 F.C.AW. process. Welding was completed at the second floor and penthouse levels at grid lin~s B/5 and B.5/5, . I' Also, performed visual inspection of welded beam to embed conmictions at the second floor along lines A and E, from 1 to 7; column to panel connections (detail 12/S-606) along line 1 at locations and verified high strength bolts were brought into tension at second floor, along lines A and E, from'1 to 7, column to panel connections (detail (12/S"606) along line 1 at (3) locations and verified ,high strength bolts were brought into tension at second floor between grid lines A and E; from 1 to 7. Com pleted weids were checked for size, length, profile and location. ,.' To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28- 07, A.I.s.C. manual and applicable AWS 01.1 code, except if noted above. Reviewed By: N/~ 'Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e"mail)' City of Springfield DAW:jw This reportand/or enclosed test data is the confidential property of the client to whonl it is addressed and pertains to the specifiC process and/or matertal evaluated. As such, information contained'herein shall not pe reproduced in part or full and/or any part thereof be disclose.d withoutFEI Testing & Inspection, lnc.'s_ y..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 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 3824846 {~fE~ 11~'II/lrt~411~'~allmw CLIENT SS_ '- Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Buiiding Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED PROJECT . LCAFRC'Complex Phase II 3110 Pierce Parkway Sprin9field, Oregon B,P' NO. 'COM2007'00-S28 I :..;~ :_ _ .< ~ .... . DATE PROJECT NO'. REPORT NO. 12-12-07 2077102 5561 .11-14-07 CAST BY A. Fenstermacher: DATE RECEIVED 11-15-07 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-1K CEMENT MAX SIZE AGG. 3/4" AEA AIR CONTENT 5.4% 11 TICKET NO. 2322698 SLUMP 51/2" 610 F YARDAGE 10.72 OF 160.0 TIME 10:30 AM 390 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Slab on grade pour back strip and perimeter, two (2) pad footings on west side, four (4) pad footings on east side and continuous footing beiween lines E and F, from 11.5 to. 12.5. Near lines 19E. I AVERAGE , TEST AGE AREA WEIGHT TOTAL COM PRESSIVE .: STRENGTH TIME OF TYPE OF DATE /DAYSl (IN.'l (LBSl LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE" 11-21-07 7 12.50 8.3 56600 4530 8.45 AM D 12-12-07 28 12.56 8.3 83100 6620 12-12-07 28 12.56 8.3 83000 6610 6615 Hold .. A-Cone B-Cone/Splil C-ConeShear D Shear E-Columnar REMARKS: TonyDean (Wildish Buiiding Co.) was advised o.f on-site test results. Reviewed By: lh.i.jJ- Michael L. Me{1r Technical Manager c: Ba'rrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e,mail) Knife River- (e-mail) City of Springfield MLM:jw 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.'~ written authorization. 7ffJ NN ComeII Averue . Corvallis, Oregon 97330 . phone (541) 7574698 . fax (541) 757-2991 29540 B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 A-'pr 1 ~~tt~ 11:""lm':'h\~'~:'IIIJr_ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED \'i 55 Geotechnical & Construction Services COmpressive Strength 'of Concrete (ASTM C 39) PROJECT LCAFRC Complex , Phase II 3110 Pierce Parkway Springfield,Oregon ,: B.P. NO. 'COM2007-00il2!3' DATE PROJECT NO. REPORT NO. 12,12-07 2077102 5560 11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15'07 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-1 K CEMENT MAX SIZE AGG. 3/4" AEA AIR CONTENT 5.5% 3 TICKET NO. 2322400. SLUMP 5" 58' F YARDAGE 10.75 OF 160.0 TIME 7:30 AM 34' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 'Slab on grade pour back strip around perimeter, two (2) pad footings on west side, four (4) pad' footings on east side,.continuous footing between lines E and F, from 11.5 to 12.5. From west side perimeter footing. AVERAGE STRENGTH (PSIl , '~I TEST AGE AREA WEIGHT TOTAL COMPRESSIVE ,. DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTH (PSIl 11-21-07 7 12.50 8.3 56000 4480 12-12-07 28 12.56 8.3 73500 5850 12-12-07 28 12.56 8.3 .77500 6170 Hold TIME OF TEST 8:35 AM 11:00 AM 11:05 AM TYPE OF FRACTU RE" D D D 6010 .. A - Cone B - Cone/Split C - Cone Shear 0 - Shear ,': E Columnar REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results,: Reviewed By: (f;. '-j ,/Aw. Michael L. Meyer (/ Technical M~nager "'J c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield ' MLM:jw This report and/or enclosed test data is the confidential property of the client to whC)m 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/of any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. I . 7fIJ NVV ComelAvenue. Corvallis, Oregon97330' phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road. Eugene, Oregon 97402 ,phone (541) 68:4-3849 . fax (541) 684-3851 63050 Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ftJ :;,S_ Page 1 of 1 ;Report of Inspection Services Weldin~/Hi~h-Stren~th Boltinq n""IIl'ICl;.h\~'~~'lIll1l_ Geotechnical & Consbuction Services Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II I. , 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Reefa Wild ish Building Co. Shop: 0 Weather: BP No.: " 12-11-07 2077102 E-18398 C. Walpole 01040131 AWS CWI Field: Ii1I Overcast ---.,., ..- COM2007-00828 ., Performed continuous visual inspection during the welding of m,ultipass fillet welds larger than 5/16" at knife plate to column connections (details 4 and 5/S303) on the second floor and penthouse levels on grid line5/B. Inspected fit-up and monitored amps, volts and travel sp'eed by (1) certified welder using E71T-8 F.C.A.W. process. Welding.was not completed during time of inspection. To the best of our knowledge, the work in-progress is in conformance with structural drawings dated 06- 28-07 and applicable AWS D1.1 code, except if.noted above. Reviewed By: utv~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-maii) City of Springfield DAW:jw 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 no~ 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" 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 .63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~s. A~"P' ~~rc Page 1 of 1 11~'llllr'MII~~'~lIll1Jl_ Geotechnical & Construction SeM08S 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.: 'REVISED REPORT 12-10-07 12-06-07 2077102 E-18366 A. Fensterm acher 5258882-49 ICC Inspection of: Reinforced Concrete. Contractor: Wildish Building Co. Weather: _Rain.- BPNo.: I c;OM20g7-00828 Continuous Inspection: D Periodic Inspection: 0 Performed inspection on the reinforcing steel for walls and suspended roof slab for three (3) arms vaults between lines 4 and 7.5. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. Note: wall dowels were epoxied into slab without special inspection. I~ , ~ Observed the placement of 73.5 cu./yds. of Knife River i~OOO psi (3000 psi required) concrete (Mix 40-1 K) in areas iisted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4:' x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site test results: slump 5"*; concrete temperature 60F; air temperature 48F. Mr. Dean was asked to notify our office when additional s~rvices are needed. To the best.of our knowledge, the work'inspected was!'in accordance with RFI,041 dated 06-11-07, plans dated 06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: t1:~~ Technical Manager c: Barrantine Bates'Lee - (e-mail) kpff Con suiting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield . RECEIVED DEe 1 9 2007 ' MLM:jw 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 FE! Testing & Inspection, Inc.'~,wrjtten authorization. 750 NW ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 '29540 BAirport Road. Eugene, Oregon 97402 . phone (541) 684-3B49 . fax (541) 684-3851 63050 Corporate Place, Suite 2.. Bend, Oregon 97701 . phone (54 i) 382-4844 . fax (541) 382-4846 A:-'4Ipr~ ~Yttl 11:''IlIml:41 h\~' ~;'IlIh11lllll CLIENT ss_ Gt,U~\J~ " ,;cal & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wiidish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES' LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCA nON LOAD 2 SAMPLED TEST DATE I 12-05-07 I 12-26-07 I .-12-26-07 ,. Hold AGE (DAYS) 7 28 28 PROJECT LCAFRC Compiex " Phase II 3110 Pierce Parkway Springfield, Oregon, B.P. NO,1. COM2007-00828 i DATE PROJECT NO. REPORT NO. CAST BY R. Marjama DATE RECEIVED SPECIMEN SIZE SUPPLIER . MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-28-07 4000 psi 4000 psi 2440NE7100 Hot Water. 2 TICKET NO. 2989876 61' F YARDAGE 10.0 OF 33' F WEATHER Partly Cloudy' Slab on grade within lines E to F and 10.5 to 12.5. SACKS CEMENT 4Q.75 I; Approximately lines 11 E.5. AREA (IN.'! 12,56 AVERAGE STRENGTH (PSIl TIM E OF TEST 8:30 AM WEIGHT (LBS\ 8.3 TOTAL LOAD (LBSl 54600 COMPRESSIVE STRENGTH (PSIl 4350 I "I .. A - Cone B - Cone/Split C ~ Cone Shear 0 - Shear : E - Columnar REMARKS: Tony Dean(Wildish Building Co.) was advised of on-site test results:: Reviewed By: t1~e~'~ Technical Manag~r .' - c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield ~LM:jvy 12-05-07 2077102 5588 11-29-07 4" X 8" Knife River 3/4" 51/2" 7:50 AM ASTM C31 TYPE OF FRACTURE" D This re"port and/or enclosed test data is the'c~nfidential property of lh"e client to who,m it is addressed' and pertains to the,specific process and/or material evaluated. ~s 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. 7ffJ NW Camel Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541)684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846 ,. . - 5'.s A~"p. ~yrtl Page 1 of 1 .j " 11::"'lh'ltf:'I~~'~t'IlIJ1_ ~l~ II,;cal & Construction Services Daily Field Report Client: Mr. Jim Thomas Wild ish Building Co. PO Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II' 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 11-30-07 2077102 E-18309 A. Fenstermacher 5258882-49 ICe- Inspection of: Epoxy Anchors Contractor: Wildish Building Co. Weather: Q':I.erca,st. BP No.: '-COM2007-00828 L-_ . Continuous Inspection: 0 Periodic Inspection: 0 Performed continuous inspection during the installation of column anchor bolts as follows: eight (8) 314" x 14" all-thread anchors at elevator 2 between lines 11 and 12 for tube steel to footing connection, one-hundred thirty-six (136) 314" x 14" all-thread anchors for footing connections on line g thru 21, from B to D; four (4) 314" x 18" vertical all-thread anchors for bolt replacement at lines ~ 3B.6. Note: RFI is pending regarding the installation of the four (4) bolts at 13B.6. ~erified embedment depths as follows: 8" deep for' 14" bolts and 12" deep for 18" bolts: Anchors were secured with Hilti Hit Hy 150 Max (ICC ESR #1967, expiration date 06-08). . , lan'(WBC) was asked to notify our office when additional ~ervices are needed. To the best of our knowledge, the work inspected :was in accordance with plans dated 06-28-07 RFI'049 dated 06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above. '." Reviewed By: (h.X,~ ---- Michaei L. Meyev Technical Manager . c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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, Jnc.'s written authorization. 750 NW Cornel Avenue' Corvaliis, Oregon 97330 . phone (541) 757-4698 . fax (541 )757-2991 29540 BAirportRoad' Eugene, Oregon 97402, phone (541)684-3B49 . fax(541)684-3851' 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 3824846 "~~~t"!: ~, 'lifI. .- I , ..~ il:"'I! 1'1 rt:t I ~~, ~alllh''lW!I CLIENT s5 Geotechnical & Construction Services 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. ICOM2007-00828 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED 11-01-07 CAST BY A. Fenstermacher. 6000 psi (panel); 4000 psi (slab) 6000 psi SACKS 60-KM CEMENT Mid-Range 1 TICKET NO. 2322217 62' F YARDAGE 10.75 OF 20.0 41' F WEATHER Overcast Shower slab infill near lines 13.5A.3 and tilt-up panel ria. 36. Panel no. 36. DATE. PROJECT NO. REPORT NO. 11-29-07 2077102 5542 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-02-07 4" x W' Knife River 3W 5.' 7:50 AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE .. STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIH (PSI) TEST FRACTURE"" 11:06-07 5 12.56 8.5 65000 5180 8:45 AM D 11-08-07 7 12.50 .8.6 76800 6140 2:40 PM B 11-29-07 28 12.56 8.6 100500 8000 8:10AM A 11-29-07 28 12.56 8.6 98900 7870 7940 8:15AM D "A-Cone B - Cone/Split. C - Cone Shear D-Shear. E Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~. Reviewed By: ()/jfi111Jt Michael L. Meyer Technical Manager (for M<'c~\ L,~y-v-) c:. Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 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, informatiqn contained herei'n shall not be reproduced in part or full and/or any part thereof be disc;losed without FEI Testing & Inspection, Inc.'!? written authorization. . 750 NW Camell Avenue. Corvallis, 0reg0n97330' phone (541H57-4698 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541)684-3851 63050 Corporate Place, Suite2' Bend, Oregon 97701 . phone (54'1) 3824844 . fax (541) 382-4846. . ~ 5S. ~f;l Page 1 of 1 1I~'llmt;"li.'~UIUh\.IIl. G..::ull::;~ 1I1ical & Construction Services i, Report of Inspection Services . . Welding/High-Strength Boltin~ 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,: 11-29-07 2077102 E-18302 C. Walpole 01040131 AWS CWI' Field:' Ii1I Overcast...- r-- " "r I '~C.OM200~,00828_.f '_--"- :_._v'- ,', : Inspection of: Fabricator or Erector: Contractor: . Welding Reefa Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of shear plate to embed connections (ref. details 3fS-601, 15fS-601 and RFI #151 dated 11-20-07), at the second floor on line A and on line E, from 1 to 9.7; tilt-up corner connections (ref. detaii 4fS502 and RFI #147 dated 11-15-07), at grid lines1/A, 1fE and 9.7fE and footing to panel connection (ref. detail 15fS502), along line 9.7, from C to E. Completed welds were checked for size, length, profile and location. . 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 shop drawings, change orders and applicable AWS D1.1 code, except if noted above. ' Reviewed By: . ~V!~ Structural Steel Supervisor c: Barrantine Bates Lee - (e~IT!ail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This' report and/or enclosed test data is the confidential property of the cHent to whom it is addressed and pertains to the specific . process and/of material evaluated. As such, information contained herein shall n~t be reproduced in part qr full and/or any part thereof be disclosed without FEI Testing & Insp~ction, Inc,'s written authorization, 750NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 . :29540 B Airpo:,. Road_' Eugene, Ore~on 97402 . phone (541) '684-3849 . fax (541) 684-3851 . .-;.'--- ._.. ~ ,_..,~-~ .~.~ (~fEI 1~ 55, Page 1 of 1 n~'lltltl;1II~I.' ~~t III Ii '-1ll!I Geoted1nical & Construction Servioos Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Inspection of: Reinforced Concrete Contractor: Wildish Building'Co. ,. Project: LCAFRC Complex' Phase II 3110 Pierce Park""ay Springfield, Orego~ Date: Project No,: Report No,: Inspector: 10 No.: Weather: Partly Cloudy BP' No,: [' 8QM2007'OQ?28' ; 11-28-07 2077102 E-18277 R. Marjama 5235029-49 ICC Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for slab on grade within' lines E to F. and 10.5 to 12.5. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire an~ supported above grade. ~~ Observed the placement of 40.75 cu./yds. of Knife River 4000 psi concrete (Mix 2440NE7100) in areas listed above. Concrete was ': placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site. test results: slump 5 1/2"; concrete temperature 61F; air temperature 33F. Mr. Dean ~was asked to notify our office when additional s~rvices 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: .I ' ~ h; f--=s--- ----. ( Fw- \-'\ I c,,~\. Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw L,~-(/'\ \ 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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andior any part thereof be disclosed without FE! Testing & Inspection, Int:~ written authorization. 750 NW 0:Jr001 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 Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 $S ~~"r' '~tt ~ Geotechnical & Construction Servims Compressive Strength of Concrete II (ASTM C 39) 11~'llllfl:"II~'~:llIIh'W 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.' B.P. NO. ,'Cc5M2007-00828 DATE PROJECT NO. REPORT NO. 11-27'07 2077102 5538 LOAD 6 SAMPLED 10-30-07 CAST BY R. Marjama DATE RECEIVED 6000 psi SPECIMEN SIZE 6000 psi . SACKS SUPPLIER 2460N5A2MO CEMENT MAX SIZE AGG. Mid-Range AIR CONTENT 6 TICKET NO. 2322137 SLUMP 5 1/2" . i: 650 F YARDAGE 10.25 OF 240.0' TIME 8:45 AM 520 F '. WEATHER Overcast SPECIMEN STORAGE ASTM C31 Slab on grade lines E io B.5 and 115 to 12.5. Tilt-up panel nos:38, 39, 40, 41, 64, 5, 6, 7, 8,10,56, 58, 33, 35. . . Panel no. 39. 10-31-07 4" x 8" DATE CAST STRENGTH REQUIRED STRENGTH PLACED' PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION Knife River 3/4" , I~ AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE: STRENGTH .milEOF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIH (PSI) TEST FRACTURE"" 11-02-07 3 12.50 8.6 60200 4820 4:35 PM D 11-07-07 8 12.43 8.6 80000 6440 . 8:05 AM A. 11-27-07 28 12.50 8,7 99500 7960 8:45 AM B 11-27-07 28 12:50 8.6 97200 7780 7870 8:50 AM C U.A-Cone B-Cone/Splil C-ConeShear D-Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~. Reviewed By: !1a~'-1~~ . . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This report and/or enclosed lest data 1s the confidential property of the client 10 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 Tes\lng & Inspection, !nc.'s written authorization. 7fJJ NN ComeiAvenue' Corvallis, Oregon 97330. phOne (541) 757-4698 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 6if4-3849 . fax (541) 684-3851 63050 Corp?rate Place, Suite 2. Bend, Oregon 97701 . phone (54,1)382-4844' fax (541)3824846 ~,....., 1+.",.2; ~t.... lro. "W. .-i ... ......: II~'II mt;4Ir~'~ ~ ,,{II alUl!I CLIENT ss. GcvlC:C: ,nical & O:>nstruction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon '. B.P. NO. ;--COM2007-0082S" DATE PROJECT NO, REPORT NO. 11-27-07 2077102 5539 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 18 SAMPLED CAST BY DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP 5" TIME 11:45AM SPECIMEN STORAGE ASTM C31 Tilt.up panel nos. 38, 39, 40, 41,64,5,6,7,8,10,56, i R. Marjama . 10-31.07 10.30-07 6000 psi 6000 psi 2460N5A2MO Mid-Range 18 TICKET NO. 2989021 . 6go F YARDAGE 10.25 540 F . WEATHER Overcast Slab on grade lines E to B.5 and 11,5 to 12.5. 58, 33, 35. Panel no. 10. 4" x 8". SACKS CEMENT Knife River 3/4" OF 2~0.0 I:' AVERAGE' TEST AGE AREA WEIc:;HT TOTAL COMPRESSIVE , STRENGTH TIME OF TYPE OF DATE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE** 11.02-07 3 12.50 8.5 56300 4500 4:30 PM D 11.07-07 8 12.43 8.5 71200 5730 'I 8:00 AM D 11.27-07 28 12.50 8.6 99100 7930 8:55 AM C 11.27.07 28 12.50 8.6 98700 7900 . I 7920 9:00 AM C "A-Cone B-Cone/Split C-Cone Shear D-.Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~,.. Reviewed By: jlJ.~~ ~ Michael L.':e~~ Technical Manager c: Barrantine Bates Lee - (e.mail) kpff Consulting Engineers- (e-mail) Oregon Military Dept. - (e.mail) Knife River- (e.mail) City of Springfield MLM:jw This report and lor enclosed test data is the confide'ntial.property of the client to whom it is addressed and pertains to the specific process andlor 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,'swritten authorization. 750 NW ComelAvenue' Corvallis, Oregon 97330, phone(541) 757-4698, faX(541)757-2991 . . 'I 29540 BAirportRoad Eugene, Oregon 97402. phcne(541)684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone(54!) 382-4844 . fax (541) 382-4846 ss ~"'''p . . ~l,"llr- It.:7 ~ . Geotechnical & Construction Services COmpressive Strength of Concrete , (ASTM C 39) 11;r.'IIH1'UIlI~'~:'llIl[1W!I CLIENT Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Spri~gfield,.Oregon B.P. NO. lCOM2007-00828~.,_, DATE PROJECT NO. REPORT NO. 11-22-07 2077102 5525 DATE CAST 10-25-07 CAST BY A. Fenstermacher DATE RECEIVED 10-26-07 STRENGTH REQUIRED 6000 psi (3000 psi in footings) SPECIMEN SIZE 4" x 8" STRENGTH PLACED SACKS , SUPPLIER Knife River 6000 psi PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4" ADDITIVES Mid-Range AIR CONTENT LOAD NO. 4 TICKET NO. 2322072 SLUMP 53/4" CONCRETE TEMP 630 F YARDAGE 10.0 OF 185.0 TIME 8:10AM AIR TEMP 3r F WEATHER Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Tilt-up panel nos. 9,-11,12,13,30,31,32,34,37,57'59 and 60. Perimeter footing on line E, from 11.5 to 12.5: LOAD 4 SAMPLED From right side. as cast, of panel 11. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE:" STRENGTH TIME OF . TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 11-01-07 7 12.50 8.5 74700 5980 12:15 PM A 11-22-07 28 12.50 8.6. 103300 8260 9:35 AM A 11-22-07 28 12c50 8.5 104200 8340 8300 9:40 AM A Hold "A Cone B-ConefSplil C-Cone Shear D-Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.)was advised o{on-site test results'. Reviewed By: 171. /i..~ Michael L. Meyer Technical ,Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) , City of Springfield MLM:jw This repon and/or e'nclosed testdala 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 no't be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written' authorization. 750 t-NV Cornell Avenue. Corvallis, Oregon 9733O' phone (541) 757-4698 'fax(541)757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phore(541)i3&'\.-3849 . fax (541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54,1) 382-4844 . fax (541) 382-4846 >5 A~"'" · ~ytt ~ 11~'mlrt;"11\~1~~.llm_ 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, Ore9o~:' . COM2007 :00828 DATE PROJECT NO. REPORT NO. 11-22-07 2077102 . 5526 B.P. NO. DATE CAST 10-25-07 CAST BY A. Fenstermacher:" DATE RECEIVED 10-26-07 STRENGTH REQUIRED 6000 psi (3000 psi in footings) SPECIMEN SIZE 4" xB" STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4" ADDITIVES Mid-Range AIR CONTENT LOAD NO. 11 TICKET NO. 2322079 SLUMP 6" CONCRETE TEMP 65', F' YARDAGE 10.0 OF 185.0 TIME 9:30 AM AIR TEMP 45' F WEATHER Clear. SPECIMEN STORAGE ASTM C31 POUR' LOCATION . Tilt-up panel nos. 9,11,12,13,30,31,32,34,37,57,;'59 and 60. Perimeter footing on line E, from 11.5 to 12.5. LOAD 11 SAMPLED From left side, as cast, of panel 60. AVERAGE TEST AGE 'AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE' (DAYS) (IN.')' (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTUREU 11-01-07 7 12.50 8.6 67000 5360 12:20 PM D 11-22-07 28 12.50 8.6 94500 7560 9:25 AM A 11-22-07 28 12.50 8.6 97900 7830 7695 9:30' AM A Hold .. A-Cone B-Cone/Split C:"Co~e Shear D Shear E Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: A .'f.~ Michael L. ~eycf! . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers ~ (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) . City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client 10 whom il is addre'ssed 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.'~ written authorizatio~. 7f1JNN ComslAvenue. 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 Place, Suite 2 . Bend, Oregon g7701 . phone (541) 382-4844 . fax (541) 3824846 ~ftJ .1~'lh'I!'t;4h\~'~~'llll\'11Wa Geotechnical & Construction Services sS Page 1 of 1 .. Report of Inspection Services Welding/Hi~h-Stren~th Boltinq Client: Mr. Jim Thomas . Wild ish Building Co, P.O. Box 7428 ' Eugene, Oregon 97401 LCAFRC Complex Phase II , 3110 Pierce Parkway Springfield, Oregon , Project: Date: Project No.: Report No.: Inspector: 10 No.: . Inspection of: . Fabricator or Erector: Contractor: High Strength Bolts REFA Wildish Building Co. Shop: 0 Weather: BP No.: 11-21-07 2077102 E-18222 L. Postier 5232606-85 ICC Field: Ii1I Oyer~ast COM2007-00828 I' ~ , ._. ~. -"'-"-.-- I; Performed tension verification on the 7/8" A325 ten'sion control bolts (2" lot #F2J0540900, 2 1/2" lot #F2J1814000 and 2 3/4" F2J1808200). Three bolts of each si~e were installed in a Skidmore-Wilhelm tension indicator and tightened to 'twist-off. The bolts tested" will meet andlor exceed the minimum tension requirements of 39 kips plus +5% per the A.I.S.C.manual. Contractor was asked to notify our office when additionai services' are needed. Reviewed By: 'BwCUi Structural Steei Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers '- (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw RECEIVEO DEe 0 310m ,I , . 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, inforrT)ation contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection. Inc.'s written ~ulhorjzation. 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402. phone (541) 6,84"3849 . fax (541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54)) 382-4844 . fax (541) 382-4846 S'f_ ~"r'" ~f;~ 'l\t.... ...7 ~~. Geotechnical & Cons1ruction Services Compressive Strength of Concrete (ASTM C 39) 11:"'llilet:th''''~~'IlIh'_ CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway _ Springfield, Oreg5ln B.P. NO. -'c6}::1?(j07~o6828 DATE PROJECT NO. REPORT NO. 11-21-07 2077102 55.71 . DATE CAST 11-15-07 CAST BY A. Fenstermacher DATE RECEIVED 11-16-07 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" 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. 2989613 SLUMP 4 1/2" CONCRETE TEMP 6r F YARDAGE 7..0 OF 7.0' 'TIME 2:30 PM . AIR TEMP 5r F WEATHER Overcast . SPECIMEN STORAGE ASTM C31 POUR LOCATION Stem wall between lines E and F, from 10.5 to '12.5. , . AVERAGE TEST . AGE AREA, WEIGHT TOTAL COMPRESSIVE " STRENGTH DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI) , (PSI) 11-21-07 6 12.50 8.3 55100 I 4410 \; 12-13-07 28 I. 12-13-07 28 I Hold " "A-Cone B-Cone/Split CcConeShear. 0 Shear; E-Column<ir TIME OF TEST 9:10AM TYPE OF FRACTURE" D I I I REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results. Reviewed By: j1J. ';(~ Michael L. Meyer' Technical'Manager c: Barrantine Bates Lee~ (e-mail) kpff Consulting Engineers - (e-mai.l) Oregon Military Dept. ~ (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to ,whom it is addressed and pertains to the speclfic process andlor material-evaluated. As such, information contained herein shall not be reproduced in part or full and/or any. part thereof b~ disclosed without FEI Testing & Inspection, !nc:s"writ.ten authorization. , 7ffJ NW ComellAvenue' Corvallis, 0reg0n97330. phone (541) 757-4698. fax (541) 757-2991 29540 SAirportRoad' Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 {~ftl '11:"lll!rt;'Ii\.'~Ullmll1ll!!l CLIENT ss_ Geotechnical & Construction Servires Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 EUgene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 11 SAMPLED TEST DATE 11-21-07 12-12-07 12-12-07 Hold AGE (DAYS) 7 28 28 PROJECT LCAFRC Compiex Phase II 3110 Pierce Parkway Springfield, Oregon CpM2007 -0082? . DATE PROJECT NO. REPORT NO. 11-21-07 2077102 5561 B.P. NO. 11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15-07 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-1K CEMENT MAX SIZEAGG. 3/4" AEA AIR CONTENT 5.4% 11 TICKET NO. 2322698 SLUMP 51/2" 610F YARDAGE 10.72 OF 160.0 TIME 10:30 AM 390 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Slab on 9rade pour back strip and perimeter, two (2) pad footings on west side, four (4) pad footings on east side and continuous footing between lines E and F, from 11.5 to 12.5. Near lines 19E. AREA (IN.') 12.50 TOTAL LOAD (LBSl 56600 AVERAGE STRENGTH (PSI) TYPE OF FRACTUREH D COMPRESSIVE STRENGTH (PSI) 4530 TIME OF TEST 8:45 AM WEIGHT (LBSl 8.3 H A . Cone B - Cone/Split C - Cone Shear . 0 - Shear E - Columnar . REMARKS: Tony Dean (Wildish BUilding Co.) was advised of on-site test 'results. Reviewed By: A . --to /1w..t --- Michael L. ~eye;r . Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore9on Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw 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 FEr Testing & Inspection, Inc.'s written authorization. 750 NW Cornell Avenue . Corvallis, Oregon 97330 . phone (541) 757-4698. fax (541)757-2991 . 29540 BAirportRoad' Eugene, 0reg0n97402' phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~~....po. ~ " ~t" '7 _~ 11~'llllrt:'lt~1~Ulllml.lti!l CLIENT ~.f. , Geotechnical & Construction Services Co~pressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wild ish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3'SAMPLED TEST DATE 11-21-07 12-12-07 12-12-07 Hold . AGE (DAYS) 7 28 28. PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon': B.P. NO. 'COM2007-00828 .' ; . DATE PROJECT NO. REPORT NO. 11-21-07 2077102 5560 11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15-07 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS . SUPPLIER Knife River 40-1K CEMENT MAX SIZE AGG. 3/4" AEA AIR CONTENT 5.5% 3 ' TICKET NO. 232'2400 SLUMP 5" 58' F YARDAGE .10.75 OF 160.0 TIME 7:30AM, 34' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Slab on grade pour back strip around perimeter, two (~) pad footings on west side, four (4) pad footings on east side; continuous footing between lines E and F, from 11.5 to 12.5. From west side perimeter footing. AREA (IN.') 12.50 AVERAGE STRENGTH IPSI) TIME OF TEST 8:35 AM . TYPE OF FRACTURE" D WEIGHT (LBS) 8.3 COMPRESSIVE '; STRENGTH (PSI) I: 4480 TOTAL LOAD (LBS) 56000 .. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results, Reviewed By: fJ1.,;(.~ Michael L. Meyer Technical Manager. c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) City of Springfield MLM:jw This report and/or enclosed tes~ 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 FE] Testing ~ Inspection, lnc.'s written authorization. 750 NW Cornel Avenue' Corvallis, 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 Place, Suite 2. Bend, Oregon 97701 . phone (541')382-4844. fax (541) 382-4846 {~ftJ .I~' IIIlrf;.IJ II~i ~ ~ '1I'l/ 1I1HtlI CLIENT H. G"v~c-":'" lical & Construction Services Co~pressive Strength of Concrete " (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP, AIR TEMP POUR LOCATION LOAD 5 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon B.P. NO. r COM2007-00828 CAST BY A. Fenstermacher DATE PROJECT NO. REPORT NO. 11-20-07 2077102 5521 10-23-07 6000 psi 6000 psi 60-KM Mid,Range 5 TICKET NO. 6r F YARDAGE 4r F WEATHER Tiit-up panel nos. 14 thru 29. SACKS CEMENT 2322010 10.0 . OF Fog 220,0 , DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10-24-07 4" x8" Knife River 3/4" 51/2" 8:10AM ASTM C31 From left side, as cast of panel no. 17. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE" 10-30-07 7 12.50 '8:6 77500 6200 12:35 PM C 11-20-07 28 12.50 8.5 102600 8210 9:00 AM A 11-20-07 28 12.50 8.5 97100 7770 7990 9:05 AM A Hold HA_Cone B-Conel5plit C -Cone Shear D-Shear E-Columnar REMARKS: Tony Dean (Wild ish Buildin9Co.) was advised.of on-site test results:' Reviewed By: A . '-j./k.. --- Michael L. Me,f(' Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to'whom it is addressed and pertains to the specific proces's and/or material evaluated.' As such, information contained herein shall not be reproduced in part or full andlor any part thereof be. disclosed witho~t FEI Testing & InspecUon"lnc.'s'written authorization. 750 NW ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402, phone (541)68(.3849 . fax (541)684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 3824844. fax (541) 382-4846 S's~ . 4}~"P' ~~rtj '1:.'m(rf;4h\~'~~'llIJfW Geotechnical & Construction SelVic:es 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 parkwa'y Springfield, Oregon . COM2007 -00828 DATE PROJECT NO. REPORT NO. 11-20-07 2077102 .5522 B.P. NO. DATE CAST 1 0~23-07 . CAST BY A. Fenstermacher DATE RECEIVED 10-24-07 STRENGTH REQUIRED 6000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4" ADDITIVES Mid-Range AIR CONTENT -.., LOAD NO. 15 TICKET NO. 2322023 SLUMP 61/4" CONCRETE TEMP 660 F . YARDAGE 10.0 OF 220.0 TIME . 9:45 AM AIR TEMP 560 F WEATHER . Fog SPECIMEN STORAGE ASTM C31 POUR LOCATION Tilt-up panel nos. 14 thru 29. LOAD 15 SAMPLED From top of panel no. 23. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) {IN.'} iLBS\ LOAD (LBS) STRENGTH (PSI),' (PSI) TEST FRACTURE~ 10-30-07 7 12.50 8.6 68500 5480 12:40 PM C I. 11-20-07 28 12.50 8.5 94200 7540 9:10AM A I 11-20-07 28 12.50 8.5 94900 7590 1 7565 9:15AM A Hold 1 .. A-COne B-Com;fSplit C-Cone Shear D-Shear E-Columnar REMARKS: Tony Dean (WildishBuilding Co.) was advised of on-site test results. Reviewed By: ;Jt .'-t'.~ Michael L. MeyrP Technical Manager c: Barrantine Bates Lee - (a-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River-'(e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to whom iris addressed and pertains to the specific process andfor 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 Come/I Avenue . Corvallis, 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 Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 , ~"'''I ~7ft lWllll!',,,,,,."'"11'lW Geotechnical & Consln.1ction Services >S,. Page 1 of. 1 :i ;Reporfof Inspection Services Weldin~/High-Strength Boltin~ 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,: Inspection of: Fabricator or Erector: Contractor: Shop: Ii1I Weather: BPNo.: Welding Crater Iron Wildish Building Co. 1'1-20-07 2077102 E-18227 C. Walpoie 01040131 AWS CWI Field: 0 Inside, "'. COM2007,Q()82~ ) Performed visual inspection on the foilowing fabricated structural steel components: embeds (17) H-31 and (34) K31; beams (2) B30, (2) B66, C30, D30 and (2) N92B; columns A67B: A68B .and A69B; outriggers (2) F30, G30 andH30 and braces (10) F25 and (10) S25. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additional services 'jlre needed. ) . To the best of our knowledge, tre work checked is in conformance with'shop drawings and applicable AWS D1.1 and D1.4 codes, exc~pt if noted above.' ,. ,. Reviewed By: dI LtfItt Structural Steel Supervisor' c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e.mail) Oregon Miiitary Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client to whom il'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~wrjtten authorization, . . " - - I 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) J57-4698' fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402. phone (541) 6(l4-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54!) 382-4844 . fax (541) 382-4846 ~rp. ~"rt~ SJ:.. Page 1 of 1 m.'llml:.l~.'~:"lIUIllli!l Geotechnical & Construction Services Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. PO. Box 7428 Eugene, Oregon 97401 Inspection of: Epoxy Anchors Contractor: Wild ish Building Co. Project: LCAFRC Complex Phase II , 3110 Pierce Parkway Springfield; Oregon Date: Project No.: Report No.: Inspector: 10 No.: Weather': Partly Cloudy BP No.: :- 'COM2007-00828 11-20-07. 2077102 E-18217 M. Meyer 0877905-88 ICC Continuous Inspection: 0 Periodic Inspection: Ii1I .Performed continuous inspection during the installation of ninety-six (96) 3/4" x.14" all- thread vertical column anchors into concrete. spread footings as follows: west entry canopy on line 1 -8'; at lines 1 B, 10, 2B,2C, 2D, 3B, 3C,,:3D, 4B, 4C, 4D. 5C< 5D, 6B, 6C, 6D, 7B, 7C, 7D, 8B, 8C and 8D. Four (4) anchors were installed at each location and galvanized anchors were installed in west canopy column footing. Prior to installation, the predrilled' holes were cleaned with a ibrush and compressed air. Verified minimum embedment depth of 8". Anchors were secured with Hilti Hy 150 MAX (ICC ESR - 1967, expiration date 05~08). Columns and anchor nuts to be installed at a later date when additional services are needed. " To the best of our knowledge, the work inspected was in! accordance with plans dated 06-28-07, RFI 049 dated 06-28-07 and applicable workmanship provisions of the IBC., except if noted above. Reviewed By: ;J;,';(.~ Michael L: Me,4 Technical Manager c: Barrantine Bates Lee - (e-mail) . kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:jw 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 snail not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 rwv Cornell Avenue' Corvallis, 0reg0n'97330' phore(541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phore (541)684-3849'fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Orego~ 97701 . phone(54j) 3824844' fax (541) 382-4846 'Sd "~PPj '7ft, Page 1 of 1 II:'" II ~ [11:41~.'~: 1111h'lIill!I Geotechnical & Construction SeiV1ces 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.: 11-15-07 2077102 E-18170 A. Fenstermacher '5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Overcast BP No.: 'COM2007-00828 Continuous Inspection: 0 Periodic Inspection: 1>'1 ~ Performed inspection on the reinforcing steei for stem wall between lines E and F, from 10.5 to 12.5. Reinforcing steel was checkeo for grade, size, laps, quantities, locations, ties, supports and ciearance. :,. Observed the placement of 7.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1 K) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set offour (4) 4" x 8" concrete test cylinder$. Ian (WBC) was notified of on-site test resuits: slump 4 1/2"; concrete temperature 67F; air temperature 57F. Ian 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: ~~::/!:1-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield' , MLM:jw RECEIVED NOV 2 6 Z007 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.'swritten authorization. 7fJJ NW Camel Avenue. Coivallis, Oregon 97330. phone (541) 757-4698, fax (541) 75n991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~r... '. ~ytt ~ >t Page 1 of 1 "~'lh'(ri:lIll'.'~UItlJi.h'!Ci Geotechnical & Construction Services . Report of Inspection Services Weldin~/Hi~h-StrenQth Boltinq Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabrication Wildish Building Co. Date: Project No.: Report No.: Inspector: 10 No.: Shop: 0 Weather; BPNo.: 11"15-07 2077102 E-18195 C Walpole 01040131 AWS CWI Field: Ii1I Overc~~L. _'_ ,cc5fiz007-00828 Performed re.inspection on the added clips per SK.FW1 (ref.: detail 6/S606) on columns A19, A20, A21, A29, A39 and B20. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additional services ~re needed. ~i To the best' of our knowledge, the work checked is in conformanc~ with drawing SK FW1 from Crater Iron dated 10-29-07 and applicable AWS D1.1 code, except if noted ab,ove. ,. Reviewed By: ,J( f(# Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e"mail) City of Springfield DAW:jw 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, il)formation contained herein shall not' be reproduced in'part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'swri~ten authorization. 750NW 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 Place, Suite 2. Bend, Oregon 97701 . phone (54)) 382-4844. fax (541) 382-4846 . . ~ A,il\~trt,I, ' ~y ~J Page 1 of 1 1.J:1!ill!':.ILIl,':./:llllh'. Geotechnical & Construction Services Daily Field Report Client: Mr. Jim Thomas Wildish Building Co. PO. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway, , Springfield, Oregon Date: Project No.: ReportNo.: Inspector: ID No.: 11-14-07 2077102 E-18142 A. Fenstermacher 5258882-49 ICC Inspection of; Reinforced Concrete Contractor; Wildish B~ilding Co. Weather: .Overcast , BP No.; '.COM2007-00828 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steei for slab on grade pour-back strip around perimeter of building, four (4) pad footings on east side and two (2) pad footings on west side. A preliminary inspection was performed on j 1-13~07 (ref.: FEI report no. E18115). . Also, performed inspection on the reinforCing steel for continuous footing between lines E and F, from 11.5 to 12.5. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance.' Observed the placement of 160.0 cu.lyds. oj Knife River 4000 psi concrete (Mix 40-1 K) in areas listed above. Concrete. was placed by pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders. Tony Dean (WBC) was notified of on-site test results. Set 1 Slump - 5" Concrete Temperature - 58F Air Temperature - 34F Air Entrainment - 5.5% Set 2 Slump - 51/2" Concrete Temperature - 61 F Air Temperature - 39F Air Entrainment -5.4% Mr. Dean '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 #49, plans dated 06"28-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: M~~I~~6-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield This report and/or enclosed test data is the confidential property of the client to whom it is addressed' and pertains to the speCifi~ 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 FE! Testing & Inspection, Inc.'s written authorization. 7fIJ NW eom"IAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 . 29540 BAirport Road' Eugene, Oregon 97402 . phone (541 )6M.3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 . %' ~pp' '~tt~ Page 1 of 1 11~'lh'lrt;'W.'~UllfJ!1Ul! Geotechnical & Construction Services Daily Field Report Client: Mr. Jim Thomas Project: LCAFRC Complex f'hase II Date: 11-13-07 Wildish Building Co. 3110 Pierce Parkway Project No.: 2077102 PO. Box 7428 Springfield, Oregon Report No.: E-18115 Eugene, Oregon 97401 Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforcing Steel Weather: Partly Cloudy Continuous Inspection: 0 ,',' -,,.. 'Contractor: Wildish Building Co. BP No.: ,COM2007-00828 Periodic Inspection: Ii1I -- " Performed preiiminary inspection on the reinforcing steel for slab on grade pour back strip around perimeter of building - four (4) pad footings 9n east side and two (2) pad fOotings on the west side. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports and clearance. A final inspeCtion will be performed prior to concrete placement. Tony Dean (WBC) 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 #49, plans dated 06-28.07 and applicable workmanship provi;;ions of the I.B.C., except if noted above. ' . Reviewed By: ;h. 'i. (hf- Michael L. Meyer Technical Manager ~ c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-maii) Oregon Military Dept. - (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 and/o.r material evalua!ed. 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 Camell 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 Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~"pp J ~,'jt ~t-' ~7 ~. m"!Ilm.;th\~'~:II!IJ[fllli!I CLIENT $S Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 ' Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLAcED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 14 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway' Springfield, Oregon B.P. NO. . COM2007'00828 DATE PROJECT NO. REPORT NO. 11-13-07 2077102 5511 CAST BY DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE R. Marjama 10-17-07 4" x8" Knife River 3/4" 10-16_07 6000 psi 6000 psi 2460N5A2MO Mid-Range 14 TICKET NO. 2321945 680 F YARDAGE 10.0 OF 175.25 500 F' WEATHER Overcast/Rain , Tilt panel nos. 1, 2, 3, 4, 48B, 49, 50, 54, 55, 61, 62 an~ 65. SACKS CEMENT 6" 10:20 AM ASTM C31 Panel no: 55. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE 'STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE** 10-23-07 7 12.43 8.6 72600 5840 4:45 PM A 11-13-07 28 12.56 8.6 97500 7760 8:45 AM I A 11-13-07 28 12.56 8.6 101900 8110 7935 8:50 AM I A Hold I .. A-Cone B- Cone/Split C-ConeShear D-Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.', Reviewed By: . /lJ. r.{,& Michael L~ MeiJ Technical Manager' ~ c: . Barranline Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw < 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.'swritten authorization. . 750 NW Cornell Avenue' Corvallis, Oregon 97330. phone(541) 757-4698 . fax (541) 757-2991 2954O BAirportRoad' Eugene, 0reg0n97402' phone (541)684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 95 A, ,~\~~~ ~ ~7~ .J 11~"llmt:411~'1~:'UIIJIIIlli!I Geotechnical & Construction Servioos Corppressive 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 , Springfiel~ Oregon, B.P. NO. .;~CO_~OQ7:0g.828 DATE PROJECT NO. REPORT NO.. 11-13-07 2077102 5510 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 10-16-07 '6000 psi 6000 psi 2460N5A2MO CAST BY R. Marjama DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10-17-07 4" x 8" Knife River 3/4" SACKS CEMENT Mid-Range 6 TICKET NO. - 2321934 6rF YARDAGE 10.0 OF 175.25 48" F WEATHER OvercasURain Tilt panel nos. 1" 2,3, 4, 48B, 49, 50, 54, 55, 61, 62 and 65. 6" 8:50 AM ASTM C31 LOAD 6 SAMPLED Panel no. 50. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE, STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD ILBSl STRENGTH (PSI) :: (PSI) TEST FRACTURE" 10-23-07 7 12.43 8.5 73700 5930 4:50 PM E 11-13-07 28 12.56 8.6 '104600 8330 8:55 AM D 11-13-07 28 12.56 8.6 107700 8570 8450 9:00 AM A Hold .. A-Cone B-ConelSplil C-ConeShear D:Shear E-Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. Reviewed By: jJ;.~,~ MichaeIL.'M'e# Technical Manager c: Barrantine 8at'es Lee - (a-mail) kpff Consultin9 En9ineers ~ (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e.mail) City of Springfield MLM:jw 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 Test(ng & Inspection, Inc.'s'written authorization. 750 NVV Cornell Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 B Arport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541)684-3851 . 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ,. &~rp ~v7ft 11..'mlrt;th\~':l;'IIIJ~1llli!J CLIENT -. 5J' Gcvt."J ,nical & Construction Services Compressive Strength of Concrete (ASTM C 39) . Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 11-06-07 11-08-07 11-29-07 11-29-07 AGE (DAYS) 5 7 28 28 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon, ~ "~-~ , B.P. NO. C":::~~2~97-?383Li 11-01-07. CAST BY A. Fenstermacher" 6000 psi (panel): 4000 psi (slab) 6000 psi SACKS 60-KM CEMENT Mid-Range 1 TICKET NO. 2322217 62' F YARDAGE. 10.75 OF 20.0 410 F WEATHER Overcast , " Shower slab infill near lines 13.5A.3 and tilt-up panel no. 36. Panel no. 36. AREA (IN.') 12.56 12.50 TOTAL LOAD (LBS) 65000 76800 WEIGHT (LBS) 8.5 8.6 COMPRESSIVE STRENGTH (PSI) 5180 6140 .. A - Cone B - Cone/Split C - ConeShear D - She,ar _,IE c Columna; '. REMARKS:, Tony Dean (Wild ish Building Co.) was advised of on-site test results:' Reviewed By: /4. '-t.0r Michael'L. Meyer Technical Manager c: Barrantine Bates Lee ~ (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw' DATE PROJECT NO. REPORT NO. 11-08-07 2077102 5542 11-02-07 4" x 8" Knife River 3/4" 5" 7:50 AM ASTM C31 TYPE OF FRACTURE" D B . . This report and/or enclosed test data is the confidenUalproperty of the client to whom iris addressed and pertains to the specific process and/or materia! evaluated. As such, information contained herein shall nofbe reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s',written authorization, DATE RECEIVED SPEc;lMEN SIZE SUPPLIER MAX SIZE AGG. 'AIR CONTEN'I: SLUMP TIME SPECIMEN STORAGE " ;1' AVERAGE STRENGTH (PSI) TIME OF TEST 8:45 AM 2:40 PM :1 'I ':1 . 750 NW Correll Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757c2991 .29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684;-3849 . fax(541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ss. 11:..'mllt;'lr~'~.l...IIII['iW! Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 13 SAMPLED 10-11-07 6000 psi 6000 psi 2460NA2MO Mid-Range 13 TICKET NO. 2988256 680 F YARDAGE 10.0 OF 550 F WEATHER Overcast Tilt-up panels 42 thru 48, 51A, 51 B, 53 and 63. Panel 44. PROJECT LCAFRC Complex " Phase II 3110 Pierce Parkway , Springfield, Ore90n B.P. NO. (COM2007-00828 -........r".-" . -'- DATE PROJECT NO, REPORT NO, 11-08-07. 2077102 5497 CAST BY DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 6" 11:00AM ASTM C31 R. Marjama 10-12-07 4" x 8" Knife River 3/4" SACKS CEMENT 180.75 AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS\ STRENGTH (PSI) (PSI) TEST FRACTURE" I 10-18-07 7 12.56 8.5 70900 5640 8:05 AM B I 11-08-07 28 12.50 8.5 92200 7380 2:20 PM C I 11-08-07 28 12.50 8.5 91700 7340 7360 2:25 PM C I Hold .. A.Cone B-ConefSplfl C ~,Cone Shear . O-Shear E-Columl1ar REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results,. Reviewed By: fJ;o~~ Michael L. Meyer (j Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Ore90n Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This report and/or enclosed'test data is the confidential property of the clien1to 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 ~hereof,be disclosed without FEI Testing,& Inspection, Inc.'s written authorization. 750 NW ComelAvenue' Corvallis, 0eg0n97330' phone (541) 7574698 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oegon 97402. phone (541)584-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 , " A~r'" i tt.:7rt~ II:'" Ilml:4Il'~' ~~ 11111 l'lill! CLIENT )> Geotechnical & Consbuction Services Flexural Strength of Concrete (ASTM C 78) Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 EUgene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,. Oregon ' I - '. " COOM2007-00828 _0-- '.'.__'__,-,_ BPNO. DATE CAST MOR REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 10-11_07 CAST BY R. Marjama 500 psi 6000 psi SACKS 2460N5A2MO CEMENT Mid-Range 7 TICKET NO. 2321868 66" F YARDAGE 10.0 OF 180.75 55" F WEATHER Overcast Tilt-up paneis 42 thru 48, 51A, 51B, 52B 53 and 63. LOAD 7 SAMPLED TEST DATE I 10-18-07 I 11-08-07 'I 11-08-07 I Hold Panel 47. AGE (DAYS) 7 28 28 AVE. WIDTH (IN) 6.01 6.17 6.00 SPAN (IN) 18.00 18.00 18.00 TOTAL LOAD (LBSl 6790 9045 9025 AVE. DEPTH (IN) 602 6.04 5.98 REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. )1 Reviewed By: A . 'A'-1Ju., Michael L. Mey{( Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) City of Springfield MLM:jw DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE MODULUS OF RUPTURE (PSI) 560 720 760 11-08-07 2077102 5498 10-12-07 6" x 6" x 22" Knife River 3/4" 53/4" 1 0:05 AM ASTM C31 AVERAGE STRENGTH (PSI) 740 This report and/or enclosed test data is the confidential property of the client to whClm it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall no~ be reproduced in part or full and/or any pari th~reof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 820 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541 ) i57 -4698 . fax (541) 757-7650 29540 B Airport Road' Eugene, Oregon 97402 . phone (541) 684-3849 'fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846 ~~pp.j ....1:'). -'f.,' ~7 ~ If~"!?[tI:"'ll~1~: 1f11JU41ilJ CLIENT ss Geotechnicai & Construction Services Compressive Strength of Concrete (ASTM C39) Mr. Jim Thomas Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,.Oregon ' B.P. NO. ['~2?07:?~~~; DATE PROJECT NO. REPORT NO. 11"08-07 2077102 5496 10-11-07 CAST BY R. Marjama ;' DATE' RECEIVED 10-12-07 6000 psi SPECIMEN SIZE 4" x 8" 6000 psi SACKS SUPPLIER Knife River 2460NA2MO CEMENT MAX SIZE AGG. 3/4" Mid-Range AIR CONTENT 2 TICKET NO. 2321861 SLUMP 7" 680 F YARDAGE 10.0 OF 180.75 TIME 8:35 AM 47" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Tilt-up panels 42 thru 48, 51A,51B, 53 and 63. Panel 53. . AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE '. STRENGTH TIM E OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE** 10-18-07 7 12.56 8.5 62900 5010 8:00 AM B 11-08-07 28 12.50 8.5 91600 7330 q 2:10 PM B 11-08-07 28 12.50 8.5 90300 7220 "I 7275 2:15 PM C Hold .. A-Cone B-Cone/Splil C-ConeShear D Shear i.E-COlumnar REMARKS: Tony Dean.(Wildish Building Co.) was advised of on-site test results; Reviewed By: ea~~'M~ Tec~nital Manag~r c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw This reportand/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andlor material evaluat~d. As such, information contained herein shall not be reproduced .in part or full and/or any pa'rt thereof ~e disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7ffJ NW ComellAvenue' Corvallis, Oregon 97330, phone (541)7574698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402. phone (541)684-3849 . fax (541)684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54)) 382-4844. fax (541) 382-4846 A'pp. ~7rt. ~"hl\':.i:lllI]~ CLIENT $S Geotechnical & Cohstruclion ServiCES Con')Pressive Strength of Concrete . (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II I 3110 Pierce Parkway Springfield, Oregon B.P. NO. rCOM200?:00il?s- DATE PROJECT NO. REPORT NO. 11-07_07 2077102 5538 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 6 SAMPLED CAST BY R. Marjama 10-31-07 4" x 8" Knife River 3/4" DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP 51/2" TIME 8:45 AM SPECIMEN STORAGE ASTM C31 Tilt.up p~nel nos. 38, 39, .40, 41,64, 5, 6, 7, 8, 10,56, 10-30-07 6000 psi 6000 psi 2460N5A2MO Mid-Range 6 TICKET NO. 2322137 650 F YARDAGE 10.25 OF 520 F WEATHER Overcast Slab on grade lines E to B.5 and 11.5 to 12.5. 58, 33, 35. Panel no. 39. SACKS CEMENT 240.0 , . REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results: Reviewed By: !h. 'i. /}J-- Michael L. Meyer _ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River -: (e-mail) City of Springfield MLM:jw This report and/or enclosed test da'ta is the confidential property of the client to whom it is addressed and pertains to the specific process and/or mat~rial evaluated. As such, information contained herein shall~nD:t be reproduced in part orJull and/or any part thereof be disclosed without FEI Testing & Inspection, Inc:~ written authorization. 750 NW ComellAvenue' Corvallis, O'egon97330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3649 . fax (541) 684-3851 63050 Corporate. Place, Suite 2. Bend, Oregon 97701 . phone (54)) 382-4844. fax (541) 382-4846 '~,'" pPJ- .~ "IIp._ ...7, ~ 11~'llmt:'h\~'~Ullll[U CLIENT s-s GeoteChnical & Construction SeIVice5 Co~pressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Building Co. P.O.,Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION. LOAD 18 SAMPLED PROJECT LCAFRC Complex Phase II .3110 Pierce Parkway Springfield,. Ore90n. ._'.."';...... .... ,.," -' '. ,"; B.P. NO. L 9QM]0,07,00828. ' DATE PROJECT NO. REPORT NO. 11-07-07 2077102 5539 1O-30~07 CAST BY R. Marjama DATE RECEIVED 10-31-07 6000 psi SPECIMEN SIZE 4" x 8" 6000 psi SACKS SUPPLIER Knife River 2460N5A2MO CEMENT MAX SIZE AGG. 3/4" Mid-Range AIR CONTENT 18 TICKET NO. 2989021 ,i SLUMP 5" 68" F YARDAGE 10.25 OF 240.0 TIME 11'45AM 54" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Slab on grade lines E to B.5 and 11.5 to 12.5., Tilt-up ~ianel nos. 38, 39, 40, 41, 64, 5, 6, 7, 8, 10, 56, 58,"33,35. Panel no. 10. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS)_ STRENGTH [PSI) (PSI) TEST FRACTURE** 11-02-07 3 12.50 8.5 56300 4500 I 4:30 PM 0 11-07-07 8 12.43 8.5 71200 5730 I 8:00 AM 0 11-27-07 28 11-27-07 28 I , .. A-Cone B-ConelSplit C-ConeShear D-Shear E Columnar REMARKS: Tony Dean (Wildish Building Co.) was advised of on"site test results.', Reviewed By: J' (J;,YJ1.~' ~. Michael L. ~:y~Z1""'-- Technical Manag~r c:, Barrantine Bates Lee ~ (e.mail) kpff Consulting Engineers - (e-mail) Oregon MilltaryDept. - (e-mail) Knife River --' (e-mail) City of Springfield MLM:jw This report and/or enclosed lest data is the confidential property of the client to whom itis addressed and pertains to the specitic 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 y.ritten authorization. 750 NVV ComEJIAvenue' Corvallis, Oregon 97330, phone (541) 7574698 . fax (541) 757-2991 29540 B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541 >'684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)3824844' fax (541) 382-4846 .;i #~"p ~ ~#tt~ 11:"'llml;'h\.'~:lIIIJI'-lt1!!I CLIENT , I S's: , Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) Mr. Jim Thomas Wildish Buildin9 Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 11-06-07 11-08-07 11-29-07 11-29-07 /,'. ';1/ I;J;'AGE '(DAYS) 5 7 28 28 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Sprin9field, Oregon B.P. NO. @QM206~-oo~~~ 11-01-07 CAST BY A. Fenstermacher 6000 psi (panel): 4000 psi (slab) 6000 psi SACKS 60-KM CEMENT Mid-Range 1 TICKET NO. 2322217 62' F YARDAGE 10.75 OF 20.0 41' F WEATHER Overcast Shower slab infill near lines 13.5A.3 and tilt-up panel no. 36. Panel no. 36. AREA (IN.') 12.56 WEIGHT (LBS) 8.5 TOTAL LOAD (LBS) 65000 COMPRESSIVE STRENGTH (PSI) , 5180 .. A - Cone B - Cone/Split C. Cone Shear 0 - Shear E - Columnar REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results. Reviewed By: ;?r;~"X'. ~,_ Michael L. Meyer (J -:- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield MLM:jw DATE PROJECT NO. REPORT NO. 11-06-07 2077102 5542 11-02-07 4" x 8" Knife River 314" 5" 7:50 AM ASTM C31 TYPE OF FRACTURE" D I I I This report andfor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andfor material evaluated. As such, information contained herein shall not be reproduced in part or fult andlor any part thereof be disclosed without FEI Testing & Inspection, Inc:~ written authorization. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIM E OF TEST 8:45AM I I 7fIJ NVV Camell Avenue' Corvalls, Oregon 97330, phone (541) 757-4698. fax(541) 757-2991 29540 BAirportRoad' Eugere, Oregon 97402, phone (541)684-3849 . fax (541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 A1I~PPj ~ytt' 5C; ~ Page 1 of i .1~'lh'Il'f:"II'.'~~'IUh'lIlll! Geoted1nical & Construction Services iReport of Inspection Services Weldin~/High-Strength Boltin!:L Client: Mr. Jim Thomas Wildish Buiiding Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex!1 Phase II 3110 Pierce Parkway Springfield, Orego~ " Date: Project No.:,' Report No.: Inspector: ID No.: Inspection of: Fabricator or Erector: Contractor: Fabrication Welding Crater Iron Wildish Building Co. .Shop: Ii1I Weather: BP No.: 11-05-07 2077102 E-18022 L. Postier 06120541 AWS CWI Field: 0 Inside _, ...--N. ~..,.w,.~..---..-.___ ~0~7~q082~j Performed visual inspectio~ on the following structural steel components: beams 86C, (2) 87A, 87C, (2) 88B and tube steel braces 91A and 91C. Completed welds were checked for size, length, profile and location. " :" Fabricator was asked to notify our office when' additional services kre needed. , To the best of our knowledge, the work che'cked is in conforma~ce with shop drawings dated 08-28-07 and applicable AWS D1.1 code, except if noted above. Reviewed By: ~/M-- Dale A. Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is the confidential property of the client towh~m it fs addressed and pertains to the specific proce'ss 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 ComellAvenue . Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540B Airport Road, Eugene, Oregon 97402. phone (541) 684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844..' fax (541 j 382-4846 ."pp, ~~"lt- ~y ~; -' Ss_ ~11;4h\.~\I~llllliIll1!I Geotechnical & Construction Servioos Flexural Strength of Concrete (ASTM C 78) CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 DATE CAST MOR REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 6 SAMPLED 10-30-07 500 psi 6000 psi 2460N5A2MO , MidcRange 6 TICKET NO. 2322137 65" F YARDAGE 10.75 OF 52" F WEATHER Overcast Tilt-up panel nos. 38, 39, 40, 41, 5, 6, 7, 8, 10, 56, 58, 33, 35. to 12.5. . I Panel. no. 39. PROJECT LCAFRC Complex Phase Ii 3110 Pierce Parkway Sprin9field, Oregon BP NO. \'COM200'7=00828-? -".--.-.-" - DATE PROJECT NO. REPORT NO. 11-02-07 2077102 5537 CAST BY R. Marjama DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP 5 1/4" TIME 8:45 AM SPECIMEN STORAGE ASTM C31 Slab on grade -line B.5 to E, from 11.5 10-31-07 6" x 6"x 22" Knife River SACKS CEMENT 3/4" AVE. AVE. MODULUS OF AVERAGE TEST AGE WIDTH DEPTH SPAN TOTAL LOAD RUPTURE STRENGTH DATE (DAYS) (IN) (IN) (IN) (UBS) (PSI) (PSI) 11-02-07 3 6.23 6.05 18.00 7660 600 11-06-07 7 11-27-07 28 11-27-07 28 REMARKS: Tony Dean (Wildish Building Co:) was advised of on-site test results. Reviewed By: /h .';(.~ Michael L. Meyl, Technical Manager c: Barrantine Bates Lee - (e.mail) kpff Consuiting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River- (e-mail) City of Springfield MLM:jw 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'~e reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, .Inc.'s written authorization. 820 NW Camell AVenue . Corvallis, Oregon 97330, phone(541) 757-4698 . fax (541) 757-7650 .29540 B Airport Road, Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ---- ! 5'5 " ....... . .'\ 'IIlt- ....'1 ~. Geotechnical & Cons1ruction Services Flexural Strength of Concrete (ASTM C 78) .1:"llm';'h'~'~~'IIIJl'U1! CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,_Or,ggon r-~~"'" " - . ' . COM2007-00828 ,-- - '," DATE PROJECT NO. REPORT NO. 11-01-07 2077102 5527 BPNO. DATE CAST 10-25-07 CAST BY A. Fenstermacher DATE RECEIVED 10-26-07 MOR REQUIRED 500 psi SPECIMEN SIZE 6" x 6"x 22" STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River PRODUCT CODE 60-KSR CEMENT MAX SIZE AGG. 3/4" ADDITIVES Mid-Range AIR CONTENT LOAD NO. 4 TICKET NO. 2322072 SLUMP 5 3/4" CONCRETE TEMP 630 F YARDAGE 10.0 OF 185.0 TIME 8:10 AM AIR TEMP 3rF WEATHER Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Tilt-up panel nos. 9, 11, 12, 13, 30, 31, 32, 34, 37, 57,59 and 60. Perimeter footings on line E, from 11.5 to 12.5. LOAD 4 SAMPLED Panel 11. TEST DATE 11-01:07 11-22-07 11-22-07 Hold AGE (DAYS) 7 28 28 . AVE. WIDTH (IN) 6.05 AVE. DEPTH (IN) 6:06 SPAN (IN) 18.00 TOTAL LOAD (LBS) 7870 MODULUS OF RUPTURE (PSI) 640 AVERAGE STRENGTH (PSI) I I REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. . Reviewed By: rA'~'0r- Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) City of Springfield . MLM:jw 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, Inco's written authorization. 820NW ComeilAvenue' Corvallis, Oregon 97330 . phone (541) 757-4698, fax (541) 757-76ffJ 29540 B Airport Road' Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 630ffJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846