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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-10-2 ; ft ~;lInformation ,,~~'! .10 Build On 1I!nfI. .," ,," '," D ~ D RtstIng Clie'1t Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT <{3rt Cy/ 'Project .No.: 722,80174,88 . ... -Proj. Name: Maple Elementary School Location: 2109 J Street. Springfield, OR Placement Data: Tilt-up panel #'s 7, 23, 25. 28, 29 34, 42 arid 56. Material: .Concrete Locati<:m Sampled At: Panel #25 Date Cast: Ticket No.: 3159594 09/24/08 IM~~~~~OFM Dale Rec'd: 09/25/08 Weather: Clea( Desi(Jn Stren(Jth (DSi): If .. I Cylinder No. 08-2862 08-2863 08-2864 re9uired 6,000 Test Date Field Cure (days) Lab Cure (days) Age (days) 10/1/2008 10/22/2008 10/2212008 7 28 28 6 .27 27 08-2865 H Yardage 3 26.25/118 Load: Totell: Supplier: .,- "", Knife River Slump (in.): ASTM C143 Max. Aggr. Size: ,Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp IF): Specimen Size: Unit Weight (pcf):ASTM C138 Time Casl: 9:00 AM Additives: Results Reported To: Compr.essive Strength Data ASTM C39 Dlaced 6,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT, (s.L) (Ibs.) Max:Load (Ib's.) Camp, Strength F t T .' Test Time (psi) rac ure ype C12J1-0J 3.99 12.51 Remarks: Second set of CC's not required as per contractors' approval. "!<' . c: KPFF _.ugo.costa@kpff.com . Hyland Construction - jeffdurmaj@jhconst.com. Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects, dguadagni@robertsonsherwood.com Springfield School District ~ jsaracen@sps.lane.edu;.."-. . , . Yolanda Bird - yolanda.bird@sps.lane.edu.. City of Springfield . . , 8.5 67,660 Date: B.P. No.: P.O. No.: Cast By: Fie'd Test Data 51/2 314" 2.2% 550 "680 4x8 14~.74 Curing Conditions: Contractor 5,410 .h SPRINGFIELD OFFICE 1040 - A Shelley Stre!!t Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 2, 2008 CCB#176269 P0271-255-0809 Dale Russell ASTM Capping Method C617.03 ? 10:48 AM x / '- Respectfully Submitted, ~;;;Jvales Industries, Inc. Raymond AliPerti~ Project Manager -- THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL y, THE REPRODUCTION OF. THIS REPORT BYANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES . ;-. ln~;lInformation ,.,..,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: September 24, 2008 Report Number: 722'80174-85 Client Springfield School District Project Name: Maple Elementary School 525 Mill Street Springfieid, OR 97477 Project Location: 2109 J Street Springfield, OR P.O. No.: P0271-255-0809 Permit No.: Contractor: Hyland Construction Weather: Clear Type of Inspection: Concrete Field Observations and Comments Performed visual inspection during placement of concrete in the following locations: concrete placed at tilt up panel numbers, 7, 23, 25, 28, 29, 34, 42, 56. Concrete was placed by pump truck and mechanically consolidated with vibratory method. Cast one (1) sets of four (4) (4x8).concrete test cylinders. Contractor wa~ asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected.above was in accordance with the building department approved design, drawings, specifications and applicable workmanship provisions of the Internationar Building Codes. Tvoe of Mat~ Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaQe Placed Inspector: Glenn Meeks Jr, ICC #5071538-49 CCB#176269 Set #1 Knife River 60W5AOFM 51/2" ..2.4% 520 650 8:15AM 6,000 4 118 If you have any questions regarding this report, please feel f;ee to contact us at 541-746-9649.. Respectfully Submitted, PR;,SSiOtJ 2e1lndustries, Inc. Ra~'AliPert''!!:J . . Project Manager Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead.us Hyland Consiruction - jeffdurmaj@jhcons\.com . Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum.com City of Springfield THIS REPORT IS PR,OV1DED FOR THE !NFORMA T!ON o'F THE CLiENT ONLY. THE REPRODUCTION OF TH!S REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THlRo" P f . PARrY, BY ANY MEANS, EXCEPT IN FULL WITHour IHe WKIII cN /-'CKMI::Oc.IUN Ur YKUrc.;,,:,ru",.,.... ,-,u 'v.-...... "".."-'''' r. ".:;..... ,.:. :-.--;~. ..::.::=.:.. ro esslonal ::ieiVlce Industnes, Inc. . 1040A Shelley.St. . Springfield, OR 97477. Phone 541/746.9649. Fax 541/746~7163 / ","';. . , l"~;lInforrniltion ,.,~. .To Build On Engineering . Consulting . Testirig DAILY FIELD REPORT Date Performed: October .2, 2008. Report Number:. 722-80174-89 Client: Springfield School District Project Name: Maple Elementary School . 525 Mill Street Springfield, OR 97477 - 2109 J Street . - Project Location: Springfield, OR Contractor: John Hyland' P.O. No: P0271-255-0809 Fabricator: MetalSome Shopl Field: Shop Type of Inspection: Welding . Weather: Inside . _.''''_ . .Xield Observati.ons and Comments Performed periodic visual inspection.ofthe following items: single and multiple pass fillet weldmentsfor part #'s102A, 102B,107C, 118D, 117C, 104D,l15A, 117C,111B,111A,103B,106M, 103A, 107D (2), 118C (2), 152A, 152B, 151B and 151A. Also Nelson Stu.ds part #'s3M (1) , 3K .(2) and 4D(2). Weldments were inspected for size, length,. profile and locations. To the best of our knowledge, the workihspected is in conformance with. approved. design drawings, specifications, and applicable AWS D1.1 codes. Fabricator was asked to notify our office when additional servicves were needed. Inspector: Chris Thomason, Certification #04-070351 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~0ni~ Industries,. Inc. Raymond Aliperti . Project Manager c: Springfield School District ~ jsaracen@sps.lane.edu Milstead & Associates ~ doug@milstead.us Hyland Construction - jeffdurmaj@jhconst.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu . KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum City of Springfield . THIS REPORT IS PROVIDED FOR.!HE-WFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBfTED Professional :Service Industries, Inc.. 1040A Sh_elley St.. Springfield. OR 97477. Phone 5411746.9649. Fax 541/746.7163 / .... . l rtut~, _lInformation ,.,~. .To Build On Engineering . Consulting . ~sting DAILY FIELD REPORT Date Performed: Client: October 3, 2008 Springfield School District 525 Mill Street Springfieid, OR 97477 Report Number: 722-80174-90 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: . B.P. No.: Type of Inspection: COM 2008-00438 Reinforcing Steel P.O. No.: Weather: P0271-255_0809 Ciear Field Observations and Comments . Performed visual inspection of reinforcing steel and embeds at the following locations: panel #14. Reinforcing steel was. checked for grade, size, lap,. placement and clearances where applicable. Reinforcing steel was secured using tie wire and supportEid on chairs. Reinforcing steel was placed in accordance with ~pprciveddesign drawings and specification.s. Contractor was asked to notify our office when additional;services are needed. To the best of our knowledge, the.work irispected .above was in accordance with the building department approved design drawings,. specifications and applicable workmanship provisions of.lhe International Buildinq Code. . ... , . . Inspector: David Smith, ICC #0877340-88 CCB #176269 If you have any questions regarding 'this .report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~d~~~ Project Manager c: KPFF - ugo.costa@kpff.com. Hyland Construction - jeffdurmaj@jhconst.com . Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfieid THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT; BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FUll., WfTHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES; IS PROHIBfTEf? Professional Service Industries, Inc. .1040A ShelJ~_St.. Springfield, OR:97477. Phone 541/746-9649 . Fax 541/746-7163 1~~!lfo1ifJ;;::;:~n _,'I,,, ~ .,;' ,I '.11. ~ e11lGtlng Client: Address: ~ J ; , I. SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 5, 2008 CCB#176269 , COMPRESSION REPORT : Project No.: 722-80174-70: Proj. Name: Maple ElementarY School location: 2109 J Street. Springfield, OR Springfield School District 525 Mill Street Springfield, OR 97477 Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Glenn Meeks Jr Field Test Data 'PlaceriYenf Data: Tilt-up wall panels #3, 13, 31, 9, and.43. Location Sampled At: Tilt up wall panel #3 Date Cast: 09/04/08 Ti~~~~~~~ I M~~00~~OFM Design Strength (psi): Cylinder No, Test Date 08-2463 9/11/2008 08'2464 10/2/2008 08-2465 10/2/2008 08_2466 Hold Material: '.Concrete . Slump (in..): ASTM C143 5" Max. Aggr. Size: 3/4" Air Content: ASTM C231 Air Temperature (F): ' 530 Material Temp: (F): ASTM CI064 680 Max Temp (F): 860 Min Temp (F): 600 Specimen Size: 4x8 Unit Weight (pef): ASTM C13B Time Cast: 7:50 AM Curing Conditions: Additives: Results Reported To: Contractor ASTM Date Rec'd: 09/05/08 Weather: Yardage 2 83/4 Clear t-oad:. r, Total: SlJpplier: Knife River ; .~ Co:mpressive Strength Data ASTM C39 required 6,000 .placed 6,000 Age (days) Field Cure (days) Lab Cure: Diameter or Cross Sect. Area Cylinder WT, Camp. Strength F T ,*' Capping Method (days) Dimensions (s.L) (Ibs.) Max, Load (Ibs.) (psi) racture ype Test Time '(Inche~) C617-03. C1231-03 6 3:99 12.51 8.5 68,920 5,510 2 3:23 PM X 27 ~:99 12.51 8.5 77,105 6,160 3 1:35 PM X 27 3.99 12.51 8.5 78,305 6,260 3 1:41PM X 7 28 28 H H **1 ~ Cone (both-'ends)" 2 -' Con~N'ertical Cracks (one end) . 3 - Columnar 4 ~ Olagomil w no craking at em s -I) - S'idEdrac't~res (aftop ot"boLom) Remarks: c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com' Milstead & Associates - doug@milstead.us . Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.larie-_edu:;' . Yolanda Bird - yolanda.bird@sps.lane.edu . . City of Springfield 6 - Top fra~tures (same as #5 but end of cylindernis' po'inted) Respectfully Submitted, professiono S(h~c::,'ndUSiries, Inc. ~AiiP~ Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLiENT ONL Y. THE REPRODUCTlO"N OFTHIS REPORTBYANY.METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN '.' PERMISSION OF PROFESSIONAL SERVICE INqUSTRIES, . Oct. 8. 2008 1: 02PM CTI. Sal em Branch No, 8626 p, 1 c CARLSON TESTING, INS. 4060 HUDSON AVENUE NE SALEM, OREGON 97301 PHONE (503) 589-1252 FAX (503) 589-1309. FACSIMILE TRANSMITTAL SHEET TO: Buildin~ Depl FROM: Leslie FAX NUMBER: 541-726-3676 - DATE: 10/8/08 NO. OF PAGES INCLUDING COVER: 3 RE: FINAL SUMMARY LETTER COMPANY: City of Springfield PHONE NUMBER: 541-726-3759 o URGENT 0 FOR REVIEW 0 PLEASE COMMENT D. PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS: Attached is the Final Sllmmar.y..Le1ler for: Safeway Store #109n~erno~el'- Spri~eld Building pe~ COM2008-00~) Thanks, Leslie CONF/DI:NTlALITY NOTICE: THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED, AND MAYCDNTAIN INFORMATION THAT IS PRIVILEGED; CONFIDENTIAL, AND EXEMPT FROM DISCLOSURE UNDER APPUCABLE LAW IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OR AGENT RESPONSIBLE FOR DEUIlERING THEE MEESSAGE TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEEMINATION. DISTRIBUTION. OR COPYING OF THIS COMMUNICATION IS STRICTL Y PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE AND RETURN THE; ORIGINAL ME;SSAGE; TO US AT THE ABOVE;. ADDRESS VIA THE U.S POSTAL SERVICE. THANK YOU Oct. 8. 2008 1: 02PM CTI. Salem Branch No, 8626 P. 2 ,'. Main Office P.O. Box 23814 C IT I Tlgard, Oregon 97281 ar son J.esting, nc. P~~~~:~~~~:O :special Inspection FINAL SUMMARY LETTER Solem Office 4060 Hud50n Ave.. NE Solem. OR 97301 Phone (503) 589-1252 FAX (503) 589-1309 Bond Off/co P.O. Box 7918 Bend. OR 97708 Phone (541) 330-9155 . FAX (541) 330-9163 October 8, 2008 S0805400.CTI City of Springfield 225 Fifth Street Springfield, OR 97477 Re: Safeway Store #1094 Remodel-'Springfield 1891 Pioneer Pkwy E - Springfield, OR Permit No.: COM2008-00471 Dear Sir: This ;s to certify that in accordance with Section 1704 of the International Building Code we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Installation of Epoxy Anchgrs: " Structural Masonry ., . . Structural Steel- Shop/Field"(i~ude$verirlCetion of~deTcer1jfjC8liorigi weld ~rocedures~n~ mlillerisl certifications) ,. All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reportsperlain to the material tested'inspected only. Information contained herein is not to be reproduced, except in full, without prior authoriza.tion from this office. , " . . If there are any further questions regarding this inatter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. ,. _.._..._"_.~~ ~ rSr ....... ?- . .-- Brian D. Leach Salem Branch Manager BDUls cc: Safeway Stores Inc - Phil Jultelstad . Associated Cons.ullants Inc ~ Mimouch Yaganeh Benner Stange Associates ~ Jim ~ark ., ' James E John Construction Co Inc - KrisSimensen Fax: 503-657-6496 Fax: 503-384-0459 Fax: 503-670-0235 Fax: 360-696-9723 Oct 08, 2008 88805400. Project Name: Project Address: Permit No: P.O. No: Carlson Testing, Inc. .Incompleted Items List (NCL) SAFENAY STORE i~094 ~S91 PIONEBR PKWY E C0M200S-00411 10S0U RBMODBL - SPRINGFIELD - SPRINGFIELD, OR .Item /I Insp. . ,.. 1 BP Date OS(07(2008 2 GK 08(19/2008 3 GK 08(19/2008 ,. ':",'~'.' , Item Description '.".,;' STORE FRONT F-G/2-3' FLARE BEVE!, WEIpS.FOR TUBB STEBL ~o TUBE STEE!' WELDING WAS PERFORMED WITHOUT .....uuJ..uIDOOS SPBCIAL"",INSPECTIO~S AS REQUIRED BY UNIFORM BUILDING CODE. ENGINEER'S WRITTEN CONCENT TO WAI~ CON~~~uuu~ ~PECl~ INSPECTION REQUI RBMENTS FOR TRBSE WELDS; I S REQUIRED, (2) 611 om DOOR INFILLS AT G/S;8 &:; 3/B 6IX615"X6" OPENING, WITH NO CLlL-''''--lIVVL..:)1 CODB REQUIRES CLEANOOTS ANYTHING.OVER S'. ~ENGINB-ERcS WRI'rI'BN APPROVAL FOR 1IA$-BUrt.TIIl CONDITION REQUIRED. CONTRACTOR PLACED A 2500PSI 3/4..' AGGMIX F:9R 6" CMU WALL G.2/2-3.2 &.DooR INFILLS AT G/S.8 & 3/B. PBR ASTM C404 SECTION 4.2.2 MAX AGG IS 100'1- 1/2". ENGINBER'SWRITTBNAPPROVALREQUlRED. 4 Gl< 08(lS(2008 NO VIBRATORY CONSOLIDATION OF GROUT PLACED eMU WALL G.2/2-3.2 & DOOR INFILL~ G/S.8 & 3/B. THIS WAS A CODE RBQUI.N:oI'l4oI.~ L. ENGINBER t S WRITI'BN APPROVAL REQUIRED. ~, 5 GK 08/1S/J00S NO PRISMS OR MORTAR SAMPLES PRBPARED. FOR SAMPLING, SPBCIF:ICATWNS RBQUlRED IT. BNGINEER' S WRITTEN APPROVAL REQUIRED. ce: SAl'EWAY STORES INC - PHIL JUTTBLSTAD CITY OF SPRINGFIELD BUILDING DBPARTMENT ASSOCIATBD CONSULTANTS INC - MANOUal YAGANm BENNBR STANGE ASSOCIATBS - JIM PARK JAMES B JOHN CONSTRUCTIOI\1 co IHC - KRIS SIMBNSBN , .,.,-' .~~,:~ ~cfi.1:::..-~~ _.:'::~~~~,,~;~:~:!~:. -, ~ ;:'~~~. . .::, ~7'-~ Projeet M~ger: ~--'-, , ': CompJian<e "ACCBPTABLB PER LETTBR ~. DATBD 10-07-'08 FROM THE BNGINBER OF RBCORD. ACCBPTABLB PER LETTER DATBD iO-07-08 FROM THE ENGINEER OF RECORD. ACCBPTABLE PSR LETTER DATED ~0-07-0S FROM THE ENGINBBR OF :RECORD. ACCEPTABLE PBR LETTER DATED ~0-07-0S FROM T!B ENGINEER OP RECOlID. ACCEPTAB!,E PSR LET7BR DATED ~0.-07-0S FROM nIB ENGINEER OP ~~vAu. 11 , . LEAal . 'lr::"";,~~--:,I.. "~" ~~:'.' en Sign-Off:': l!=.~':. ',-- ',~ . B. LEACH B. LEACH B. LEACH B. 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