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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-12-8 -- '''"' ."", '" "'''''-, 'Ill nFOnTla. . don --l-"-'IIIIe!I'. ~" - - ' ......". - -- ... J'!f!..""..., .wBuzld On -~IiI.iI.rl'l& ;,; ~ . n..ctng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT (j~- DDY3b SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 8, 2008 CC8#176269 Project No.: 722-80174-135 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Dale Russeil "Placement"Data: Material: .Concrete Pour _bacl5s.t[il1s (North, Ea_sJ, VY,,-st.!'id.e_s of gym). Line 5 East.from.G.to E at 4..5 to:8 and 4,5t~.5.5.south:ofE line. E to H at8.line, 5 to.8 atHline.Northof D, 5.5 to"2.5, H to G5 at . 2 to 5.- Field Test Data 5114" 314" .Location Sampled At: G to E at 6.3 on line 5 Date Cast: 1'1/21/08 Date Rec'd: "Ticket No.: /MiX No.: . Weather: -3160339.~ -2440N:15200, - 11122/08 Clear Desifln Stren9th (osi): . Cylinder No. 08-3719 08-3720 08-3721 08-3722 Remarks: reouired 4000 Test Date Age (days) Field Cure Lab Cure (days) (days) 7 6 28 27 28 27 H jLoad: ITotal: I 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 (F): I Specimen Size: Unit Weight (pd): ASTM C138 Time Cast: 7:30 AM Curing Conditions: Additives: 1 % non chloride accelerator Re.sults Reported To: Contractor 1 day F.C./ASTM 11/28/2008 12/19/2008 12/19/2008 H 34" 69" Yardage 2 80 4.x 8 - Compressive Strength Data ASTM C39 placed 4.000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.L) (lbs.) Max..Load (Ibs.) Compo Strength ~racture Type H Test Time (psi) Capping Method C617-03 C1231-03 3.99 12.51 8.6 11:09AM I 47,160 3,770 2 x Respectfully Submitted, 7t;\J7Ji;;ces Industries, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahium - 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 THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CUENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WlfI-iOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l... ~;J lnfomw.tion ""'.l1b Build On Engineering. Consulting. Testing C~- q 3 'is' DAILY FIELD REPORT Date Performed: November 24, 2008 Report Number: 722-80174-131 Client: Springfield School District Project Name: Maple Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR Contractor: John Hyiand P.O. No: P0271-255-0809 Fabricator: Metal-Some Shop/ Field: Shop Type of Inspection: Welding Weather: Fog Field Observations and Comments Performed periodic visual inspection of the, ,foliowing items: piece marked 361A-M (7),:360B-M (6), 360A-M (8). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in confprmance with approved drawings, specifications and appiicabie 01.1 codes. Contractor was asked to notify our \ office when adaitional services are needed. Inspector: DavidF. Smith, Certification# 0877340-85 eBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfuliy Submitted, p~feSSio~J Service Industries, Inc. J~-i AliP?k 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 Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED Professional Service Industries, Inc.. 1040.A Shelley Street. Springfield, OR 97477 . Phone 541/746.9649 . Fax 541/746-7163 l...~ ;ZInjormation ,.,..,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 17, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-124 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 HSS and Welding P.O. No.: Weather: P0271-255-0809 Clear Field Observations and Comments Inspection was made on a work in-progress welding panel cord splice connection in the administration wing entry and library, between gridiines L to J - 3 to 6. Also inspection was made on weldments being placed at beam clips to beams connection in the kitchen ciassroom wing from grid lines 2 to 5 - A to D. Contractor was 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 International Buildin9. Codes. Inspector: Greg Boehland CCB #176269 If you have any questions regarding this report, please feel free to contact us aI541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~i\J~ Raymond Aliperti 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 Schooi District - jsaracen@sps.iane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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, 1$ PROHIBITED, Professional Service Industries, Inc. . 1 040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 5411746-7163 l...~;l lnfonnation ,.,..,. .To Build On Engineering . Consulting. 7l>sting DAILY FIELD REPORT Date Performed: Client: November 24, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-130 Project Name: Maple Elementary School 2109 J Street Springfieid, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 HSS and Welding P.O. No.: Weather: P0271-255-0809 Cloudy Field Observations and Comments Performed continuous visual inspection of muitipass fillet and fiare-bevel weldments for chord splices and panel connections in gymnasium. Also, performed periodic visual inspection of Nelson studs, seam weids, and puddie welds for pan decking above kitchen. Weldments were inspected for size, length, profiie and locations. Contractor was 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 International Building Codes. Inspector: Chris McDonald, Certification# 5298238-S2 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. ~~~gr 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 Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND {TS TRANSMITTAL TO A THiRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 .'Phone 541/746-9649 . Fax 541(746.7163 L..~;lInformation ",~. .1b Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding Report Number:. Project Name: Project Location: P.O. No: Shop/ Field: Weather: 722-80174-136 Maple Elementary School 2109 J Street Springfieid, OR P0271-255-0809 Field Clear Field Observations and Comments Performed periodic visual inspection of the following items: Deck puddle and seam welds at roof iocation line B to D from 2 to 5. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable Dl.1 codes. Contractor was asked to notify our office when additional services are needed. Inspector: David F. Smith, Certification# 0877340-85 CBB #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. WL)~ Raymond A~' Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead.us Hyland Construction - jeffdurmaj@jhconsLcom Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahium City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 1. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT fHE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service ln~ustries, Inc. . 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 ;. I....~.' Information "'~.lTo Build On Engineering. Consulting . Testing DAILY FIELD REPo.RT Date Performed: . Client: November 19, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-126 Project Location: Maple Elementary School 2109 J Street Springfield, OR Project Name: B.P. No.: Type of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: P0271-255-0809 Cloudy Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied rebar dowels in the following location: (46) East wall of gym; (32) South wall of storage; (7) East wall of storage. Prior to installation the predrilled holes were cieaned using a nylon brush and compressed air. Verified minimum embedment depth of 5 inches. The above listed epoxy anchors were installed using Hilti Hit-RE 500-SD epoxy with ICC# ES-ESR-2322 (expiration 07/2009). The epoxy . . anchors were installed in accordance with the approved job-site pians and manufacturer's directions. Contractor was 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 ~rovisions of the International Buildinq Codes. Inspector: Devon Hovis CCB #176269 If you have any questions regarding this report, piease feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~~.~ Raymond Aiiperti 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 Springfeld School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT 1$ PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY RY ANY MEA.NS EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l..~ ;ZInjormation ,.,~. .To Build On Engineering . Consulting . ~sf;ng DAILY FIELD REPORT Date Performed: November 26, 2008 Springfield Schooi District 525 Mill Street Springfield, OR 97477 Report Number: Client: Project Name: Project Location: B.P. No.: Type' of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: 722-80174-128 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Overcast Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied rebar dowels in the foliowing location: epoxy rebar into bottom of panels in the gym classroom wing along H-iine from 5 to 6, and in the kitchen classroom wing along D-Iine from 2.5 to 6. Prior to installation the predrilled holes were cleaned using a nyion brush and compressed air. Verified minimum embedment depth of 5 inches. The above listed epoxy anchors were installed using Hit-RE 500-SD. The epoxy anchors were installed in accordance with the approved job-site plans and manufacturer's directions. Additional comments: welding continues to be monitored in the gym classroom wing on the panel cord splices and beam clips from gridline 1 to 5 - E to G.5. Contractor was 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 International Building Codes. Inspector: Greg Boehland, ICBO# 0884258-85 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. ~9\1~ Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyiand 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 - yoianda.bird@sps.lane.edu City of Springfield THIS R~PORT /.<:; PRnVIr)r:'f) FOR THE INFORMATION OF THE CLIENT QNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD P~e!l'i'"i!1I_Ii:.._Ii\!ii.<Mo.WlmWl\T1lfiEll1'WSii'l!IP'S'p;,j16N.!ilf. '0l\',!fNjI~~1lHtiTFeVool'i~l5-'iJ&i9" Fi&~f!f46'7163 l",~., Information ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Springfieid School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-138 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: P0271-255-0809 Clear . Field Observations and Comments Performed continuous inspection during the installation of #5 epoxied rebar dowels in the following location: vertical dowels from slab on grade at stair location B to B.6 from 5.5 to 6. Prior to installation the predriiled holes were clea.ned . using a nylon brush, compressed air, vacuum, and water. Verified minimum embedment depth of 9 inches. The above listed epoxy anchors were installed using Hit 500. The epoxy anchors were installed in accordance with manufacturer's directions and RFI #30. Contractor was asked to notify our office when additional services are needed. To the best of our knowiedge, the work inspected above was in accordance with the building department approved design drawings, . specifications and applicable workmanship provisions of the International Building Codes. Inspector: David F. Smith 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. ~~~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahium.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfieid School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT 1$ PROVIDED FOR THE IN,I"ORMATlON OF THE CLIENT ONL 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 PROHIBITED. Professional Service Industries, Inc.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 5411746.7163 l...~ _lInformation ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 20, 2008 Springfield School District 525 Mill Street Springfieid, OR. 97477 Report Number: 722-80174-127 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 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspection was made on reinforcing steei along E-Iine from 4.5 to 5.5. interior perimeter of gym ciassroom wing from grid line - 5 to 8 - E to H, interior corridor from 2 to 5 - H to G.5, and along lines 5, 1, G.5 from 1 to 5 - E to G.5. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was piaced in accordance with approved design drawings and specifications. Additional comments: welding of clips and panel cord splices is being monitored in 'the gym from gridlines 1 to 5 - E to G.5. Contractor was 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 International Building Code. Inspector: Greg Boehland 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. ~/\)~ Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyiand 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.iane.edu City of Springfieid THIS REPORT IS PROVIDED FOR THE INFQRMA TlON OF THE CLIENT ONL 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 PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541rT46-9649. Fax 541/746-7163 l...~;lInformation ,.,..,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 25, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-1 34 Project Name: Maple Elementary School 2109 J Street Springfieid, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Reinforcing Steel P.O. No.: Weather: P0271-255-0809 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspection was made on reinforcing steel for grade beams along iines E and H from 11 to 13. Also inspection was made on second fioor decking, puddle welds, seam welds and 3/4" Nelson studs in the kitchen classroom wing from gridline 2 to 5 - B to D. Reinforcing steel was checked for grade, size, lap, placement and clearances where appiicable. Reinforcing steel was secured using tie wire' and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings and specifications. Contractor was 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, soecifications and applicable workmanship provisions of the International Buildinq Code. Inspector: Greg Boehland 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. ~IV' aJ~ Raymond Alipertl 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. Yoianda Bird - yolanda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum.com City of Springfield THIS REPORT /s PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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, /S PROHIBITED Professional Service Industries, Inc. ..1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 5411746-7163 l. .-.r-;ZInjormation ",..,. .To Build On Engineering' Consulting . Testing . DAILY FIELD REPORT Date Performed: December 1, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-137 Client: 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 Clear Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Pour back strip at administration area 3. Reinforcing steel was checked for grade, size, iap, piacement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steei was piaced in accordance with approved design drawings and specifications. Contractor was 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 drawinqs, specifications and applicable workmanship provisions of the International Buildinq Code. Inspector: David F. 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. t~"'lt~ Raymond Aliperti Project Manager c: Springfield Schooi District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead.us Hyland Construction - jeffdurmaj@jhconst.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yoianda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum.com City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD i PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERV'.cE INDUSTRIES, IS pROHIBITED. Professional Service Industries, Inc.. lQ40-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 l..~ ., Injonnation ",~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-139 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 Partly Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspected grade beam reinforcing at the covered play area at gridiines G.5 at 11 to 13 and E at 11 to 13. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steei was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with 1/S107, 6/S503 and 5/S503 and latest revisions dated 05 01-08. Contractor was 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 International Buildinq Code. Inspector: Glenn Meek Jr, ICC# 5071538-49 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. ~~~ 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 Mahium - rberndt@mahlum.com City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT GNL 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 PROHIBITED. Professional Service Industries, .Inc. . 104Q.A Shelley Street. Springfield, OR 97477 . Phone 5411746-9649 . Fax 541f746~7163 L ...~;J Information ""'.lTo Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: November 21, 2008 Report Number: 722-80174-129 Client: Springfield School District Project Name: Maple Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR P.O. No.: P0271-255-0809 Permit No.: Type of Structure: Pour back strips Weather: Clear Type of Inspection: Concrete Field Observations and Comments Performed visual inspection during piacement of concrete at the following iocations: Pour back strips placed at line 5 east from G to E, at 4.5 to 8, and 4.5 to 5.5 south of Eline. E to H at 8 line,S to 8 at H line, north of D, 5.5 to 2.5, H to G.5 at 2-5. (North, East, West Sides of Gym). Concrete was placed by mix truck and pump truck and consolidated with vibrators. Cast one (1) set of 4 (4" x 8"). Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work was inspected above was in accordance with the building department approved design drawings, specifications and appiicable workmanship provisions of the Internationai Building Code. Tvn.. nf Material Cnncrete#1 Supplier Knife River Mix # 2440N 15200 Slump 5 1/4" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yarda!je Placed Inspector: Dale Russell, ICC# 01140789 CCB# 176269 690 7:30 AM 4000 4 80 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, R;;;~al (if Industries, Inc. Raymond Aliperti ~ 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.iane.edu Yolanda Bird - yoianda.bird@sps.lane.edu Citl( of Sorinqfield THIS REPORT IS Fffi>f.mll>n~F6'".m~~rlle\l,qna:l<Ej~etf( SNe~e{~~e\!f~lJilflj?6m\'iifffQ'fIh&ref!l41'ff46C~~4!Y'l'li1,s 511fm'il'7Wb TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED. l ~~;lInformation fI~. .To Build On . Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: November 14, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-121 Client: Project Name: Maple Elementary School 2109 J Street Springfieid, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Reinforced Concrete P.O. No.: Weather: P0271-255-0809 Foggy Field Observations and Comments Performed visual inspection during placement of concrete in the tollowing locations: Pour back strips A to D between 2 and 8. Columns block out C at 7, C at 6, B at 6, B at 7 and C at 4. Concrete was placed by pump truck and hand screeded consolidated with vibratory methods. Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was 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 International Building Code. Tvne of Material 'Set #1 Supplier Knife River Mix # 2440N15200 Slump 4" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Pete Furlong, ICC #00083536 CCB #176269 42. 64. 7:55 AM 4,000 4 73.75 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@jhconstcom Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@roberts.onsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.iane.edu City of Springtield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL 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 PROHIBITED Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746~9649 . Fax 541n46-7163 l"~;1 Information fI~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: November 25, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-133 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Cascade iron Works Welding P.O. No.: B.P. No.: Shop/Field: Weather: P0271-255-0809 COM 2008-00438 Shop Inside Field Observations and Comments Performed periodic visual inspection of the following: channel iron piece marked, five (5) 365B, seven (7) 365A, six (6) 364B, six (6) 364A, and one (1) 362B, 363A, 363B, for the project named above. Contractor was 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 International Building, Codes. Inspector: Greg Boehland, ICBO# 0884258-85 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. {<... ~"~ ctf R~~liperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahium - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yoianda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED Professional Service Industries, Inc.. 1 04Q-A Shelley Streel . Springfield, OR 97477. Phone 541/746-9649 . Fax 541/746-7163 l...~., Information f'I"'.lTo Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: November 18, 2008 Springfieid School District 525 Mill Street Springfield, OR 97477 Report Number: Client: Project Name: Project Location: B.P. No.: Type of Inspection: COM 2008-00438 HSB and Welding P.O. No.: Weather: 722-80174-125 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Clear Field Observations and Comments Met on-site wilh erector's representative to establish minimum kip values on a sample of 7/8" x 1 3/4 A-325 high strength Lajune bolts. Three (3) bolts were instailed in a Skidmore Wilhelm 'Tension indicator and tightened to twist-off. Bolts tested met and/or exceeded the minimum kip value of 39 kips for 7/8 bolts. Contractor was 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 .International Building, Codes. . Inspector: Greg Boehland 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. '~cJU~ Raymond Aiiperti 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 Schooi District - jsaracen@sps.iane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORTIS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED. Professional. Service Industries," Inc. . lQ40"A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541f746-7163 l... ~;J Information "'~.lTo Build On Engineering. Consulting. Jesting DAILY FIELD REPORT Date Performed: Client: November 10, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-110 Project Location: Maple Elementary School 2109 J Street Springfield, OR Project Name: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0271-255-0809 Field Overcast Field Observations and Comments Inspection was made on completed weidments in the gym classroom wing at panel cord splice connection along 5 line from E to H. Also work is in-progress welding panel cord spiice connection in the kitchen ciassroom wing from gridiines 2 to 5 and A to D. Inspector: Greg Boehland, Certification #0884258-85 CBB #176269 if you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, K:.rX4!:ce Industries, Inc. Raymond ~~ Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates ~ doug@milstead.us Hyland Construction - jeffdurmaj@jhc.6nst.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 THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED. Professional Service Industries, Inc.. lQ40.A Shelley Street. Springfield, OR 97477. Phone 541/746-9649 . Fax 541/746-7163 l... ~;1 Infol11Ultion ,,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT' Date Performed: Client: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-114 Project Name: Maple Elementary School 2109 J Street Springfieid, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyiand Axis Crane Welding P.O. No: Shop/ Field: Weather: P0271-255.-0809 Field Overcast Field Observations and Comments Inspection was made on work in-progress weiding panel cord splices in the kitchen and classroom wing from gridiine 2 to 5 at A to D and weldment being placed on corner clip connection and panel cord .spice connection in the gym classroom winq from qridlines 5 to 8 at E to H. Inspector: Greg Boehland, Certification #0884258.85 CBB #176269 . If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional ~ervice Industries, Inc. r?cv.,J/ljtifO '^ . Ray;;lr;'d AiiP=r . Project Manager c: Springfield School District - jsaracen@sps.iane: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. Mahium - rberndt@mahlum City of Springfield THIS REPORT IS PROVIDED FOR THE-INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS R~PORT, 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 PROHIBITEp Professional Se~ice Industries, Inc.- 1 Q40-A Shelley Street .- Springfield, OR 97477 . Phone 54.1 n 46-9649 . Fax 541/746-7163 l ft~-;lIriformation I-":~. .To Build On COMPRESSION REPORT 8Is."".,.".f ,J .~.. "j". Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80174-116 Proj. Ni\me: Maple Elementary School Location: 2109 J Street Springfield, OR Placement Data: Material: Concrete Concrete column piers - G.5 at 11, 12, 13, E at11, 12, 13. C to D at 5' 8" E. of A line and G to H at 5' 8" E at A line Location Sampled At:, . Concrete column pier G.5 at 12 Date Cast: 11/11/08 Date Rec'd: Ti~~~~~~~ [~i:4~~:15200 Weath;;;: Ov_e.r:cast - 'koad: Total: Supplier: Knife River Yardage 11/12/08 1 10.75 Slump (in.): ASTM C143 Max. Aggr~ Size: A.ir Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): . Min Temp IF): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 7:45 AM Additives: Results Reported To: Compressive Strength Data ASTM C39 ._ Dlaced 4,000 Desil'Jn Strength (Dsi): required 3,500 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3572 I 11/18/2008 7 1 6 08-3573 I 12/9/2008 28 27 .08-3574 I 12/9/2008 28 27 08-3575 I Hold H H . Remarks: Diameter or Dimensions (Inches) Cross Sect. Area (s.l:) 4.00 12.57 c: KPFF - ugo.costa@kpff.com Hyiand 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 Cylinder WT. (Ibs.) SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)7.46-9649 - (541)746-7163 fax November 24, 2008 CC8#176269 Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Chris McDonald Field Test Data 3" 3/4" 2.8% 58" 710 .4x8 Curing Conditions:, . 1 day remainder F.e , ASTM Jeff with Hyland ~ Max load (Ibs) Compo Strength Fracture Type." . . (psi) 8.6 72,065 Test Time Capping Method -'- C617-03 C1231-03 5,730 3 12:36 PM x I .1 Respectfully Submitted, professiona~~~ndustr/es, Inc. . Ra~AIIPertl . ~ Project Manager THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITf/OUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l.... r-;1 Information ,.,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-115 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyiand MetaiSome Welding P.O. No: Shop/ Field: Weather: P0271-255'0809 Shop Inside Field Observations and Comments Performed periodic visual inspection of the single pass fillet welds on the following items marked: 260A (3), 261 B (3), 262A (2), 262B (1),262C (1), 263A (6), 264A (1), 265A (7), 266A (7), 267A (1),2676 (1) and 267D (1). All items inspected were marked "PSI" in white. Fit-up of weld joints were inspected for workmanship. Weidments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved shop design drawings, specifications, and applicable AWS 01.1 codes. Fabricator was asked to notify our office when additionaiservices are needed. Inspector: Raymond Alipertj, Certification #1017075-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, PfJessiona s~. ice Industries, Inc. . UC4~/ . Ray ond Aiipert. . . Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead.us Hyland Construction - jeffdurmaj@jhcon'st.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yoianda.bird@sps.iane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahium City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT GNL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THEWRITTENPERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional ServiCe Industries, Inc.. 1040-A ~he)Jey Street- Springfield, OR 97477. Phone 541/746-9649. Fax 541fi46-7163 l..~;Jlnformation "'~.lTo Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Client: Project Name: Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: 722-80174-113 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Overcast Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied rebar dowels in the following iocation: existing doorway footing along A line from 5 to 5.3. and into bottom of panel along 2 line from C to C.5 in the kitchen classroom wing. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 5 inches. The above iisted epoxy anchors were installed using Hilti Hit-RE SOD-SO. Contractor stated the nuts would be tightened after the epoxy has cured. The epoxy anchors were installed in accordance with the approved job-site plans. Contractor was 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 international Building Codes. Inspector: Greg Boehland, ICBD# 0884258-85 CCB #176269 If you have any questions regarding this report, please feei free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~/1V ~ Raymond Aliperti 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 Schooi District - jsaracen@sps.iane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield . THIS REPOR!IS PROVIDED FOR THE fNFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIR.D PARTY, BY ANY MEANS:EXCEPT IN FULL, WITHOUT THE WRIT!EN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l ra ~;z Information ",~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: November 10, 2008 Springfield School District 525 Mill Street Springfield. OR 97477 Report Number: Client: Project Name: Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: 722-80174-1 09 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Overcast . I Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied .rebar dowels in the following iocation: into bottom of panels in the kitchen classroom wing.' Aiong gridiines 5 from A to D and algon B line from 2 to 5. Prior to installation the predrilied .holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 5 inches. The above listed epoxy anchors were installed using Hilti Hit-RE 500-SD. Contractor stated the nuts would be tightened after the epoxy has cured. The epoxy anchors were installed in accordance with the approved job-site plans. Contractor was 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 applicabie workmanship provisions of the International Building Codes. ' . Inspector: Greg Boehland, ICBO# 0884258.85 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. I(a<-/ va~ RaymondAliperti 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 Springfield I I THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE G.UENT ONL Y. THE REPRODUCTION OF THI~ RE~ORT. 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 PROHIBITED. Professional Service Industries, .lnc. . 1 O~O-A Shelley Stree.t . Springfield, OR 97477 .. .~hone 5411746-9649' .'Fax 541/746-7163 l...~ ;ZInjonnation ",..,. .To Build On Engineering. Consulting. . Testing DAILY FIELD REPORT Date Performed: Client: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-111 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: P.O. No.: Type of Structure: Type of Inspection: P0271-255-0809 Permit No.: Weather: Rain Relhforced Concrete Field Observations and Comments Performed visual Inspection of reinforcing steel at the following locations: concrete column piers per detail 1/106065-12 located at G.5 at 11,12,13, Eat 11, 12, 13, G to H at 5' 8" E of A line and C to D at 5' 8" E of A line. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steei was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings and specifications. Performed visual inspection during placement of concrete in the locations listed above. Concrete was piaced by truck chute and consolidated. Additional comments: water migrated into hole during placement of concrete, contractor made effort to displaced water with concrete. At completion of piacement contractor consolidated concrete with vibrator. Contractor was asked to notify our office when additional services are needed. Tci the best of our knowledge, the work. inspected above was in accordance with the building department approved design drawings, specifications and applicabie workmanship provisions of the International Building Codes, except as noted. Tvo" of Materi.al Set #1 Supplier Knife River Mix # 2440N15200 Slump 3" Air Content 2.8% Ambient Temperature 58' Material Temperature 71' Time Placed . 3:30 PM Design Strength (psi) 4,000 Number of Samples 4 Totai Yardage Placed 10.75 Inspector: Chris McDonald, ICC #5298238-47 cCB# 176269 If you have any questions regarding this report, please feei free to contact us at 541-746-9649: Respectfully Submitted, R;~S~\tf~dust~ies, Inc. Raymond Alipertl 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 QNL Y. THE REPRODUCTION OF THIS REPORT, BYANY METHOD, AND ITS TRANSMITTAL TO A THIRD- p15rbre~Si~ ~~cEffl'ltlnSrri{it.Yhb wm-jPUA rHE W, RIUfr"N PjERMISSIOfN UF PROFt:;::;;::;/UNAL ;;'~KV'lA: IIVUU;:, I rw::.:>. I;:) rr<;un//;JI J cu. , .. 4U-, ::inelley::ilree . ::ipnng Isld. OR 9747?. Phone 541n46-9649. Fax 541/746-7163 l..~ _lInformation ,.,~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-112 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Soils Observation P.O. No.: Weather: P0271-255-0809 Light Rain Field Observations and Comments As requested, a representative of PSi was on-site to observe boring for augered piers. WE observed augering of six (6) piers on the west side of the structure for the covered play area. The following iocations were augered with a minimum 2 feet embedment into the well-graded bar run gravels. Depth of each hole is indicated in parentheses E at 13 (7' ), E at 12 (9 W), Eat 11 (7'), G.5 at 13 (8 W), G.5 at 12 (8') and G.5 at 11 (8'). The holes were drilled using a 2' auger. Far (4) additional 12" wide piers were drilled for staircases on the northeast and southeast sides of the structure, 2 on each, side. From north to south depths drilled to are as follows: 8 W, 8', 12' and 12'. All holes had standing water by end of drilling. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications, geotechnical report and applicable workmanship provisions of the International Buildinq Codes. Inspector: Anthony Deluca cce #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. KatJtI ~ Raymond Aliperti 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 Schooi District - jsaracen@sps.iane.edu Yolanda Bird - yoiimda.bird@sps.lane.edu City of Springfield tl D THIS REPORT is PROVIDED FOR THE INFORMATION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PM6reSSi~1 ~~fv"(te1XtlEP,T lNFULL, wlIHOUT [HE Wi'?lT I!;;;N Pt'.RM/::;:::;IUN UI- ,....>-<;Ur-C;;,;;,IUIV..,L "crWI\.-c lr"lJU"J r'"eJ, '" ,- '''-'' ,,'-', -,-~:'. n us nes, Inc.. .040.A t:ihelley Street. Springfield, OR 9747~. Phone 5411746-9649. Fax 541f7~6-7163 L "'~;l Infonnation ,.,.,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 14, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-123 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0271-255-0809 Field Overcast Field Observations and Comments Inspection was made on weldments placed at panel cord splice connection in the gym classroom wing all cord splice were completed from gridlines 5 to 8 from Eto H. Also weldments on beam clips to beam connection were completed in the kitchen wing from gridiine 5 to 8 from A to D. Second floor work is in-progress welding beam clips and cord splices in qvm classroom winq from qridlines 2 to 5 from E to H: Inspector: Greg Boehland, Certification #0884258-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, K::;I,~nVJIervice Industries, Inc. RaymOn~ Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead:us Hyiand Construction - jeffdurmaj@jhconst.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yoianda Bird - yolanda.bird@sps.iane.edu KPFF - ugo.costa@kpff.com Mahium : rberndt@mahlum City of Springfieid . ~ THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL ~ 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 PROHIBITED. Professional Service Industries; Inc.. 1 040-A Shelley Street ~ Springfield, OR 97477. Phone 541/746-9649 .'Fax 541/746-7163 l..~;l Information ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 13, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: . Project Name: Project Location: Contractor: Fabricator: . Type of Inspection: John Hyland MetalSome Welding P.O. No: Shop/ Field: Weather: 722-80174-119 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Shop Overcast Field Observations and Comments Inspection was made on weldments placed at panel corner clip connection in kitchen classroom wing from grid line 2 to 5 from A to D. Weldments in the gym ciassroom wing cord splice connection have been completed connection have been completed between gridline 5 to 8 from E to H and from 1 to 5 from E to 'H work is in-progress welding panel cord splice connection in the same area mention above. Inspector: Greg Boehland, Certification #0884258-85 CBB #176269 . If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~ice Industries, /nc, Raymond Alipertl 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 THE INFORMATION OF THE CLIENT ONL 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 PROFESSIOf'~AL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley'Street- Springfield, OR 97477. Phone 541f746-9649,. Fax 541f746-7163 l...~;l Information ,.,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: November 14, 2008 Report Number: 722-80174-122 Client: Springfield School District 525 Mill Street Springfield, OR 97477 Project Name: Maple Elementary School 2109 J Street Springfield, OR ProjecfLocation: Contractor: Fabricator: Type of Inspection: John Hyland MetaiSome Welding P.O. No: Shop/ Field: Weather: . P0271-255-0809 Shop Clear Field Observations and Comments Performed periodic visual inspection of the foliowing items: beam piece mark 301 C, D, E and F, and 307A one each. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with the approved drawinqs, specifications and applicable D1.1 codes. Inspector: David F. Smith, Certification #0877340-85 . CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, t~~~JCiQVlce Industries, Inc. Raymond AIiPe~r 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 /s PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED Professional Service Industries, ln~. . 1040-A Shelley Street. Springfield; OR 97477 . Phone 541/746-9649 . Fax 5411746-7163 L "~;l lriformation ",~. .To Build On Engineering .. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 12, 2008 Springfield Schooi District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-118 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0271-255-0809 Field Cloudy Field Observations and Comments Performed continuous visual inspection of the following items: flare bevel weldments for typical chord tie at panel connections for the following locations: B to D from 2 to 5 and E to H from 5 to 8 for east, west, and south walls at 2nd floor and roof elevations and on north wall at 2nd floor elevation. Fit-up of weid joints were inspected for workmanship. In-progress welding was monitored to the erector's FCAW welding procedure specifications. Weidments were inspected for size, iength, profile and locations. To the besi of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS D1.1 codes. Contractor was asked to notify our office when additional services are needed. Inspector: Chris McDonald, Certification #5298238-52 CBB #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. ~~!nY~ Project Manager c: Springfield School District - jsaracen@sps.lime.edu . Milstead & Associates - doug@milstead.us Hyiand Construction - jeffdurmaj@jhconst.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yoianda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL 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 PROHIBITED. Professional Service Industries, Ine;. 1040-A Shelley Street- Springfield, OR 97477. Phone 541f746-9649. Fax 541f746-7163 l...~ .ZInjonnation ",.... .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 13, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-120 Project Location: Maple Elementary School 2109 J Street Springfieid, OR Project Name: B.P. No.: Type of Inspection: COM 2008-00438 Reinforcing Steel P.O. No.: Weather: P0271-255-0809 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: around perimeter of the kitchen classroom wing from gridline 2 to 8 from A to D. Reinforcing steel was checked for grade, size, lap, piacement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on piastic chairs. Reinforcing steel was piaced in accordance with approved design drawings and specifications. Contractor was 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 International Building Code. Inspector: Greg Boehland 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. ~v.a1f 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.blrd@sps.lane.edu KPFF -ugo.costa@kpff.com Mahlum - rberndt@mahlum.com City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT aNL 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 PROHIBITED. Professional Se~ice Industries,.lnc.. 1040-A ~helley Stre~t. Springfield, OR 97477. Phone 541fi46-9649. FCix 541/746-7163 l;:;sjlfo1ifj;;:;:~n """," ,I., il",,,, . ~. ~ Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80174-116 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 10, 2008 CCB#176269 COMPRESSION REPORT Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Chris McDonald Yardage Slump (in.): ASTM C143 'Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Terne IF): Specimen Size: Unit Weight (pct): ASTM C138 rime Cast: 7:45 AM Additives: Results Reported To: Field Test Data 3" 3/4" 2.8% 58" 71" 'Placement Data: Materia": -C'oncrete Concrete column piers - G.5 at 11, 12, 13, E at 11. 12, 13, C to D at 5' 8" E. of A line and G to H.at 5' 8" E at Aline ~ 'Location'Sam pled -At: Concrete column pier G.5 at 12 Date Cast: 11/11/08 Date Rec'd: 11/12/08 Tick~t No.: IMiX No.: . Weather: _3224912 2440N15200 Overcast jLoad: ITotal: 10.75 ISUPPlier: Knife River 4x8 Curing Conditions: 1 day remainder F.e., ASTM Jeff with Hyland Desi!1n Stren':jth (psi): required 3,500 Compressive Strength Data ASTM C39 placed 4,000 Field Cure Lab Cure Diameter or Cylinder No. Test Date Age (days) (days) (days) . Dimensions (inches) 08'3572 11/18/2008 7 6 4.00 08-3573 12/9/2008 28 27 4.00 08-3574 12/9/2008 28 27 4.00 08-3575 Hold H H Remarks: Cross Sect_ Area Cylinder WT. Max. Load (Ibs;) Compo Strength Fracture Type .. Test Time Capping Method (s.t.) (Ibs.) (psi) C617-03 C1231-03 12.57 8.6 72,065 5,730 3 12:36 PM X 12.57 8.6 92,325 7,340 3 '11:57 AM X 12.57 8.6 94,315 7,500 3 12:02 PM X c: KPFF - ugo.costa@kpfLcom 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./ane.edu City of Springfield Respectfully Submitted, ~;v(R}.rVices Industries. Inc. Raymond AiiP~ Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l ft~~ ., Irifo171Ultion I'!!!.,~. .To Build On .1t!nfI1n..,ring . c-.uHIng . Rltsttng Client: Address: SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 18, 2008 CCB#176269 Springfield School District 525 Mill Street Springfield, OR 97477 Date: .B.P. No.: P.O. No.: Cast By: Project No.: 722-80174-151 Proj. Name: Maple EI~r:nentary School . , Location: 2109.J Street Springfield, OR P0271-255-0809 Chris McDonald koad: Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): IMaterial Temp. (F): ASTM C1064 ,Max Temp (F): "Min Temp (F): .Specimen Size: :Unit Weight (pet): ASTM C138 :TimeCast: 1 :58 PM . IAdditives: Hot water 'Results Reported To: Field Test Data 6" 3/4" 1.6% 44" 700 fifac-emerit Data: "Mate"rial: Concrete Roof slab on deck for west side of area 1 and 2nd f160r slab of area 1 Location Sampled' At: NE Ouadrant of 2nd floor Date Cast: 12/10/08 'Ticket No.: IMiXNO.: 3160540 2440N15200 Design Strength (psi!: _. Cylinder No. Test Date 08-3872 12/17/2008 08-3873 1/7/2008. 08-3874 "1/7/2008 08-3875 H Remarks: Set #2 Yardage 11 11 4x8 Date Rec'd: Weather: 12/11/08 Total: Supplier: Knife River Contractor Curing Conditions: 1 day Remainder F.C. ASTM Cloudv required 4,000 Compressive Strength Data .ASTM C39 placed 4,000 Field Cure Lab Cure Diamet~r or Age (days) (days) (days) Dimensions . (Inches) 7 6 4.00 28 27 28 27 H 1 H Cross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo Strength Fracture Type .. Test Time Capping Method (s.i.) (Ibs.) (pSi) C617.03 C1231-03 12.57 8.5 45,960 3,660 3 9:48 I!oM X Respectfully Submitted, f;:;;'Vc/p:rVices /ndustnes. Inc Raymond AIIPe~ Project Manager 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 c: THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES l... ~;J Information ~~'!lToBuild On ll!!Itg' " , .j I.'.J . ecn.uHIng . 'Rt8fIng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 18, 2008 CCB#176269 Project No.: 722-80174-150 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Chris McDonald Placement Dahl: Material: Concrete Roof slab on deck for west side of area 1 and 2nd floor slab on area 1 Field Test Data Location Sampled At: . SE quadrant of 2nd fioor slab Date Cast: 12/10/08 Date Rec'd: 12/11/08 Ticket No.: I Mix No.: Weather: 3160534 2440N15200 Cloudy Design Stren!Jth (psi): required 4.000 Cylinder No. , Test Date Age (days) Field Cure lab Cure (days) (days) 08-3868 12/17/2008 7 1 6 08-3869 1/7/2008 28 27 08-3870 1/7/2008 28 27 08-3871 H H H Remarks: Set #1 ]Load: Total: 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 (F): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 11 :10 AM Additives: Hot water Results Reported To: Contractor 6" 3/4" 1.6% 46" 66' Yardage ' 6 10 4x8 Curing Conditions: 1 day Remainder F.e. ASTM Compressive Strength Data ASTM C39 placed 4,000 Diameter or DImensions (inches) Cross Sect. Area Cylinder WT. (5.1.) (Ibs.) Ma'. Load (lb5.) Comp. Strength F t T " T t T. " (psi) rac ure ype es Ime Capping Method. C617-03 C1231-03 4.00 n57 8.6 53,975 4.290 3 9:40AM x Respectfuily Submitted, 7Tfessiona!-!Jrvices Industries, Inc. . t\.(A..J V, LlIL.i"\ Raymond AIiPe,';i ~ Project Manager I,PFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom 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 c: THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITNOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES 1~$f1fo~;::z:~n I2ngtneenng . ~ . JMttng COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722"80174-140 Proj. Name: Maple Elementary School Location: 2'.109.J'Street' Springfield, OR -Placement Data: Maieria.'!: Concrete Pour back strips grid line J to L at 3 to 5, J to K at 5 to 6, grade beams E at 11 to 13 and G.5 at 11 to 13 and roof at gridline B to D at 2 to 5 Location Sampled-At: Pour backs J to K at 3 to 5 and K to L at 3 Oate Cast: 12102/08 Date Rec'd: 12/03/08 Ticket No.: IMiX No.: Weather: 3225353. 40N.15200 Cloudy Yardage 2 103/4/611/2 Load: Total: Supplier: Knife River Desi\jn Stren\jth (osil: re9uired 4,000 Cylinder No. Field Cure Lab Cure Diameter or Age (days) (days) (days) Dimensions (inches) 7 6 4.01 .-- 28 27 28 1 27 H H 12.63 Test Dale 08-3795 12/9/2008 08-3796 .12/30/2008 08-3797 12/30/2008 08-3798 H Remarks: c: KPFF - ugo.costa@kpff.com Hyiand 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 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 16, 2008 CCB#176269 Date: B.P, No,: P.O. No,: Cast By: P0271-255-0809 Glenn Meeks Jr Field Test Data 33/4" 3/4" 500 75" 4x8 Curing Conditions: ASTM Capping Method C_617'OJ Cf231-0J Compressive Strength Data ASTM C39 olaced 4.000 Cross Sect. Area Cylinder WT. Comp Strength I Max. Load (Ibs.) . Fracture Type *- Test Time' (5.1.) <Ibs.) (psi) 'Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): .Specimen Size: 'Unit Weight (pet): ASTM C138 Time Cast: 8:30 AM Additives: Hotwater, AEA Results Reported To: Contractor 8.6 45,685 3,620 3 10:53 AM x Respectfully Submitted. R;~7(r&~S Industries, Inc. Raymond Aliperti Project Manager T/-ilS REPORT IS P,r:WVIOED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY A"!Y METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WITHOUT ruE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l r: lJl!!!to.r Information. 1'!!:_-:~lTo Build On IJ!nglneoring . c-.uHIng . 'nttIttng SPRINGFIELD OFFICE 1 040 ~ A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 24, 2008 CCB#176269 COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80174-117 Proj. Name: Maple Elementary School Location: (--21 09-J Street, - Spriiigfield~OR' , Compressive Strength Data ASTM C39 Desi!ln Stren!lth (psi): required 4,000 placed 4,000 ....,;,.,. Field Cure Lab Cure. Diameter or Cross Sect. Area Cylinder WT. Compo Strength Cylinder No. Test Date Age (days) Dimensions Max. Load (Ibs_l Fracture Type H Test Time (days) (days) (inches) (s.1.) (lbs.) (psi) 08-3635 "11/21/2008 7 6 4.01 12.63 86 40,570 3,210 2 2:01 PM 08-3636 12/12/2008 28 27 4.00 12.57 8.6 70,935 5.640 3 11:05 AM 08-3637 12/12/2008 28 27 4.00 12.57 8.6 70,350 5,600 3 11:15AM 08-3638 Hold H H Placement Data: Pour back strips. 4. Material: Concrete A to D between 2 and 8, columns block outs at: C7, C6, B6, B7 and C at Location Sampled At: D at 5 Date Cast: Ticket No.: 3224972 Fog koad: Total: Supplier: Knife River Yardage 1 10.75 11/14/08 1~:4~~15200 Date Rec'd: Weather: 11/15/08 Remarks: c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom 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 Date: B,P. No,: P,O. No,: Cast By: P0271-255-0809 Pete Furlong Slump (in.): A$TM Cf43 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size:- Unit Weight (pcf): ASTM C138 Time Cast: 7:55 AM Additives: Results Reported To: Field Test Data 6" 42" 64" 68" 3SO 4x8 Curing Conditions: ASTM Contractor C"'pp\ng Method C611-03 C1231-03 x X X Respectfully Submitted, PrJeSSio~a\lrr;o~ustlles, Inc ~ AIIPertry"" Project Manager THIS REPORT IS PROVIDED FOR THE INFOR"'/A TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES l..~ ;ZInforrnation ,.,~. .TO Build On Engineering. Consulting. Testing DAILY ~!ELD REPORT Date Performed: Client: December 2, 2008 Springfieid School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-141 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Reinforced Concrete P.O. No.: Weather: P0271-255-0809 Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: pour back strips gridline J to L at 3 to 5 and J to K at 5 to 6 grade beams E at 11 to 13 and G.5 at 11 to 13 and roof at B to D at 2 to 5 prior to placement of concrete. The WWF at roof B to D at 2 to 5 elevated to center of concrete during placement. Reinforcing steel was checked for grade, size, lap, piacement and clearances where appiicable. Reinforcing steei was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with latest revisions dated 5/01/08. Performed visual inspection during piacement of concrete in the locations listed above. Concrete was placed by boom pump and mechanically consolidated. Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. Tvoe of Material 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 40N15200 33/4" 500 750 8:30 AM 4,000 4 61 1/2 If you have any questions regarding this report, please feei free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~poU,aQ'P Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpffcom 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 - yolandabird@sps.iane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PA""tdflWSitfrtaM5~tif1ce>ftlaB.striEfS,J4tJc~lVfll2<<J;rPr8fl~1'eIM~!$f5flrqffie:lBf'8~t:iQM'15411~'~f3T4i:B1163 l~~;J lnfonnation fI~.lTo Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: December 12, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-149 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland P.O. No: Shop/ Field: Weather: P0271-255-0809 Shop Inside Welding Field Observations and Comments Performed final visual inspection on Nelson Studs and Seam welds for 2nd floor decking from gridiines E to H between 5 and 8. WeJdments were inspected for size, iength, profile, and locations. 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 International Buildinq Code and applicable AWS 01.1 and AWS 01.3 codes. Inspector: Raymond Aliperti, ICC# 1017075-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, prK:;~ ~ Industries, Inc. Raymond Aliperti 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 Yoianda Bird - yolanda.bird@sps.iane.edu City of Springfield. THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD P4RTY, BY ANY MEANS, EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED . Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 5411746-7163 l...~;lInfonnation ,.,~. .To Build On Engineering . Consulting . Testing DAILY FiELD REPORT Date Performed: December 10, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-148 Client: Project Name: Maple Elementary School 21 09 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Reinforcing Steel P.O. No.: Weather: P0271-255-0809 Overcast ( Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: stair #3 landing at gridline B to B.5 at 5.6 to 6. Reinforcing steel was checked for grade, size, lap, placement and clearances where appiicable. Reinforcing steel was secured using tie wire. Reinforcing steel was placed in accordance with latest revisions dated 5/01/08 1/S503. Contractor was 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 International Building Code. Inspector: Glenn Meeks Jr, ICC #5071538-49 CCB #176269 if you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Profess/onal Service Industries, Inc. ~iv,4 Raymond Aliperti Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - doug@milstead.us Hyland Construction - jeffdurniaj@jhconst.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 PROVIDED FOR THE INFORMATION OF THE CLIENT aNL 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 PROHIBITED, Professional Service Industries, Inc. -1040-A Shelley Street. Springfield, OR 97477. Phone 5411746-9649. Fax 5411746-7163 l~~;lInformation I"~. .To Build On Engineering' Consulting. Testing DAILY FiELD REPORT Date Performed: Report Number: December 10, 2008 Springfield Schooi District 525 Mill Street Springfield, OR 97477 Project Location: Client: Project Name: B.P. No.: Type of Inspection: COM 2008-00438 Reinforced Concrete P.O. No.: Weather: 722-80174-147 Maple Elementary School 2109 J Street Springfield, OR P0271-255-0809 Clear/Cold Field Observations and Comments Reinforcing steel was previously inspected on 12/9/08. Performed visual inspection during placement of concrete in thE following locations: roof slab on deck for west side of area 1 and 2nd floor slab on deck for area 1. Concrete was piaced by pump truck and manually consolidated/puddied. Cast two (2) sets of four (4) (4x8) concrete test cyiinders. Contractor was 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 International Building Code. Tvoe of Material Set #1 Set #2 Supplier Knife River Knife River Mix # 2440N15200 2440N15200 Slump 6" 6" Air Content 1.6% 1.5% Ambient Temperature 460 440 Material Temperature 660 700 Time Placed 11:10 AM 1 :56 PM Design Strength (psi) 4,000 4,000 Number of Samples A 4 Total Yardaqe Placed 60 110 Inspector: Dale Russell, ICC #01140789 & Chris McDonald, ICC #5298238-47 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. RJva~ Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconstcom Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagnl@robertsonsherwood.com Springfield School District - jsaracen@sps.iane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED. Professional Service. Industries, Inc.. 1040-A Shelley Street. Springfield, OR ~7477. Phone 5411746.9649. Fax 541/746-7163 l ~~;lInfonnation ,.,~. .To Build On Engineering. Consulting. Testing DAJL Y FIELD REPORT Date Performed: December 9, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-146 Client: 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 Cleared off Field Observations and Comments Performed visuai inspection of reinforcing steel and nelson studs at the following locations: 2nd floor reinforcing at gridlines A to D at 5 to 8 and roof reinforcing at gridlines C to D at 5 to 6. Both areas require the excess trash to be removed and the welded wire fabric/#3 reinforcing to be elevated to the required 3/4" clearance during placement 01 concrete. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire. Reinforcing steel was placed in accordance with latest revisions dated 5/01/08. Contractor was 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 International BuildinQ Code. Inspector: Glenn Meeks Jr, ICC #5071538.49 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. ~\J~ 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 - yoianda.bird@sps.lane.edu KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum.com City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL 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 PROHIBITED Professiomll Service.lndustries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541/746-7163 l...~;lIriformation fI~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: December 9, 2008 Springfield School District 525 Mill Street Spnngiield, OR 97477 Report Number: 722-80174-145 Client: Project Name: Maple Elementary School 2109 J Street Springiield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Epoxy P.O. No.: Weather: P0271-255-0809 Clear Field Observations and Comments Performed continuous inspection during the installation of #5 epoxied rebar dowels in the following location: (38) #5x77" dowels at gridlines FA to G at 5.5 to 6. Verified hoies to be 3/4" in diameter by 9" in depth. Prior to installation the predrilled holes were cleaned using a nyion brush and compressed air. Verified minimum embedment depth of 9 inches. The above listed epoxy anchors were installed using Hilti Hit-RE 500-SD epoxy with ICC# 241382. The epoxy anchors were installed in accordance with the latest revisions dated RFI #30. Inspector: Glenn Meeks Jr. ICC# 5071538-49 CCB #176269 If you have any questions regarding this report, please feei free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. &:~"~fl 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 CUENTONL 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 PROFESSI9NAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. -1040-A Shelley Street. Springfield, OR 974i,-.Phone 541/746-9649. Fax 541/746-7163 l..~;lInformation ,,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: December 8, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-144 Client: Project Name: Maple Elementarl' Schooi 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyiand Axis Crane Welding P.O. No: Shop/ Field: Weather: P0271-255-0809 Fieid Cloudy Field Observations and Comments Performed periodic visual inspection of the following items: roof welds from gridline A to D between 5 and 8. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in .conformance with approved drawin~s, specifications and applicable AWS D1.1 and AWS D1 .3 codes. . Inspector: David F. Smith, Certification# 0877340-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~oClc~Q~ce Industr/es, Inc. Raymond Alipertj 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 Springfieid School District - jsaracen@sps.lane.edu Yoianda Bird - yolanda.bird@sps.iane.edu City of Springfield 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSlpNAL SERVICE INDUSTRIES, 1$ PROHIBITED. Professional Service Industries, Inc.. 1 04Q-A Shelley Street. Springfield, OR 97477 . Phone 541f746.9649 . Fax 541f746-7163 l"'~;l Information ",..,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: December 2, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-142 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shopl Field: Weather: P0271-255-0809 Field Cioudy Field Observations and Comments Preliminary periodic visual inspection of steel decking for in-progress welding of nelson studs and seam welds at second fioor elevation, gridlines A to D from 5 to 8. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicabie D1.1 codes. Contractor was asked to notify our office when additional services are needed. Inspector: David F. Smith, Certification# 0877340-85 CBB #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. WJ'~ Raymond A~:lti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom Milstead & Associate.s - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfieid School District - jsaracen@spsJane.edu Yolanda Bird - yolanda.bird@sps.iane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT aNt Y. THE REPRODUCTION OF THIS REPORr 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 PROHIBITED. Professional Service Industries, Inc.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 541rT46-9649. Fax 541rT46-7163