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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-21 t.l-435 1 rti ~ ;Z'lnf9rf!Ultion ,.,~. .To Bwld On Engineering. Consulting. Testing DAiLY FIELD REPORT Date Performed: January 21, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-169 'Client: 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 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the foliowing locations: drilled pier at 8 1/2' south of grid line A at 3, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on plastic chairs, Reinforcing steel was placed in accordance with latest revisions dated 5/1/08, Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed by truck and mechanically consolidated, Cast one (1) set of four (4) (4x8), concrete test cylinders, Contractor was asked to notify our office when additional service~ are.nE!eded. TVD" of MaWial Supplier Mix# Slump. Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr, ICC#5071538-49 CCB #176269 , . Set#1 Knife River 40N15200 21/2" 430 590 1:20 PM 4,000 4 2 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~,~r 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 DLll:lTV DV L1MV MFAN"'. FxTCDT well! I WIT/-milT THF WRITTeN Pr:;:RMlC:<:;JON 01" PROFESSIONAL SERVICE INDUSTRIi'S IS PROHIBITED Professional Se~vice Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46.9649. Fax 541n46-7163 . l... ~ ;ZInjormation ,.,~. .10 Build On Engineering. Consulting. Testing ~S"-43~ DAILY FIELD REPORT Date Performed: January 20, 2009 Report Number: 722-80174,174 Client: Springfield School District Project Name: Maple Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR Contractor: John Hyland Construction P,Q. No: P0271-255,0809 Fabricator: Shop/ Field: Field Type of Inspection: Welding/Epoxy Weather: Inside Field Observations and Comments As requested a PSI representative was on,site to inspect the following: 1) Roof Seam welds and puddle welds between Areas 2 and 3 from grid line H to J between 4,8 and 6.2. Weldments were inspected for size, length, profile, and locations. 2) Epoxy anchored all thread bolts at Stair #2 and Stair #4 (gridlines G to F and B to C respectively), Bolts were placed in accordance with RFI136 dated 11/4/08 for repair of misplaced embed 4A. The 3/4" diameter galvanized A307 bolts were installed a minimum of 5 1/2" and were installed using Hilti Hit RE 500-SD, A total of 80 bolts were installed, 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 and AWS 01,1 codes, . Inspector: Raymond Aliperti, 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, g:SSio~1 [iCe Industries, Inc. Ray::/;'d AliPertiT , 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.laneedu , City of Springfield Professional Service Industries, Inc. .'1040-A Shelley Street. Springfield, OR 97477 .Phone 541n46-9649. Fax 541n46-7163 111$11i:1J::::z~~n lIf!IIJgIfteer#ng . ~ . JIoolIIng Client: Address: Springfield School District 525 Mill Street Springfield,OR07477 'Placement Data: ,Roof at oridline E to F at 5 to 6 and J to K at 5 to 6 C'3-43~ COMPRESSION REPORT Project No,: 722,80174,164 Proj. Name: Maple Elementary School Location: 2100 J Street Springfield, OR Material:' Concrete Location Sampled At; Roof at gridline E at E,5 at 5 to 6 Date Cast: 01/07/00 IDate Rec'd: 01/08/09 Ticket No.: IMiX No.: IWeather: 3352203 40N15200 Cloudy Design Strength (psi): required 4,000 Cylinder No. Field Cure (days) . lab Cure (days) . Test Date Age (days) 09,0013 1/14/2009 7 09,0014 2/4/2009 28 09"0015 2/4/2009 28 09,0016 H H Remarks: Yardage load: 1 Total: 8/24 ISUPPlier: ' Knife River ,Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): MaterialTemp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Casl: 8:30 AM Additives: Results Reported To: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746,7163 fax January 20, 2009 CCB#176269 Date: ' B,P, No.: .P.O. No,: Cast By: P0271-255-0809 Glenn Meek Jr Field Test Data 43/4" 3/4" 3.0% ,52" 60" 4x8 Contractor Curing Conditions: ASTM Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (Inches)' Cross Sect. Area Cylinder WT. (s.i.) (Ibs.) . Max. Load (Ibs.) Compo Strength Fracture Type *' Test Time (psi) C617-03 C1231-03 6 27 27 H 4,03 12.76 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: 8,6 58,115 4,550 Capping Method 4 3:17 PM x Respectfully Submitted, 7!::;s\jadf'ces Industries, Inc. Raymond AliPer~ Project Manager THIS REPORT IS PROViDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTiON OF TH/SREPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. i5 PROHIBITED WITHOUT THE WRITTEN PERMI55'ION OF PROFESSIONAL SERVICE INDUSTRIES. l rf!JJ~;J Information ~.-:":::!I.7b Build On /l!!nglne.."", . ~. n..tIng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 C)5- Y31S COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street ,Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 22, 2009 CCB#176269 ' Project No,: 722-80174,159 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Date: B,P. No.: P,O, No.: Cast By: P0271-255,0809 Dale Russell koad: Field Test Data Slump (in,): ASTM C143 5 1/2" Max, Aggr, Size: 3/4" Air Content: ASTM C231 .1.4 % Air Temperature (F): 400 Material Temp. (F): ASTM Cl064 560 Max Temp (F): 80" Min Temp (F): 45" Specimen Size: 4 x'8 Unit Weight(pcf): ASTM C138 Time Cast: 9:00 AM Curing Conditions: 5 day Remainder F.e. ASTM Additives: 1 % non chloride accelerator Results Reported To: Contractor ..._ I Placement Data: Materiai:""Concrete Stair landing, walls, 2nd noor deck from G to Hand 5,0105.5 Location Sampled At: .L Stair landing #1 'Date Cast:t 2/24/09 Ti~~~~~~~ l~i:4~~:15200 Date Rec'd: 12/29/09 Weather: Overcast Design Strength (psi): required 4,000 Cylinder No. Tesl Date Age (days) Field Cure Lab Cure (d~ys) ,(days) 08,3975 12/31/2009 7 5 2 08,3976 1/21/2009 28 5 23 08,3977 1/21/2009 28 5 . 23 08,3978 H H 1 H Remarks: Yardage 1 10 Total: S,upplier: Knife River Compressive Strength Data ASTM C39 placed 4,000 Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Capping Method Dimensions Max. load (Ibs.) Fracture Type *' Test Time (inches) (~.q~ (Ibs.) (psi) C617-03 C1231.03 4,00 12,57 8.5 46,440 3,690 3 2:37 PM X 3.99 12,51 8.5 75,805 6,060 3 2:57 PM X '4.01 12,63 8,5 72,465 5,740 3 3:04 PM X Respectfully ;;ubmitted, ,Professional Se~1ices Induslries, Inc, RAMiJ iJ a):,-~'<\ . Raymond Aliperti \\ Project Manager KPFF - ugo.cosla@kpff:com Hyland Construction, jeffdurmaj@jhconsl.com Mitstead & Associates ~ doug@mils'tead,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 Pl'WVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. TfIE REPRODUCTION OF THI$REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WIT/lOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. iAiiita.~;lInformation I?!::..:~! .To Build On li!ngIn-"tg . Con.uItIn& . 'nNrfIng Client: Address: 'Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: 2nd floor deck grid lines E to Hand 5 10 8 c, Cb->L{ 3'tJ COMPRESSION REPORT Project No,: 722-80174,158 , Proj. Name: Maple Elementary School Location: 2109 J Street Springfield"OR Materfaf: Concrete Location Sampled At: Lines E.5 at 6 Date Cast: 12/23/08 Date Rec'd: 12/24/08 Ticket No.: I ~i:4~~:15200 Weather: 3160212 Overcast Design Strength (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days~ 08,3963 12/30/2008 7 6 08,3964 1/20/2008 28 '27 08,3965 1/20/2008 28 1 27 08,3966 H H I H Remarks: Yardage 2 20 load: Total: Supplier: Knife River SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746,9649 - (541)746-7163 fax January 22, 2009 CCB#176269 Date: B,P. No.: P.O. No.: Cast By: P0271-255,0809 Dale Russell '. Field TestData Slump (in,): ASTM C143 4 3/4" Max, Aggr. Size: 3/4" A.ir Content: ASTM C231 1.7% Air Temperature (F): 36" MaterialTemp. (F): ASTM G1064 5W' Max Temp (F): 56" Min Temo (Fl:' 40" Specimen Size: 4 x 8 UnitWeight (pcf):ASTM C138 "Time Cast: 8:45 AM Curing Conditions: 1 day Remainder F.C. A5TM Additives: 1 % non chloride accelerator Results Reported To: Contractor Compressive Strength Data ASTM C39, placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.L) (Ibs.) Max. Load (Ibs.) Camp. Strength Fracture Type" Test Time (pSi),. C123t.OJ 4,00 12,57 4,00 12,57 4.00 12,57 f(PFF ' ugo.costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates, doug@inilstead,us ' Mahlum - rberndl@mahtum,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: 84 8.5 8,5 59,360 79,680 85,320 4,720 6,340 6,790 Cilpping Method C617-03 - 2 9:06 AM x 3 12:50 PM 3 112:54 PM I 'RespecttullY'Submitted, ~:es7Lt ae;;s Industries, tnc, Ray~nd Aliperti ' . Project Manager x X T/-IIS REPORT 1$ PRO\'IOED FOR THE INFORMA TlON OF TNE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY IdEANS EXCEPT IN FULL, IS PROHIBITED H'III/OUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l.fiii.e.. Information ~,~~IToBuildOn II!!nglneradng . ~ . 1lNs1Ing Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Field Test Data Slump (in,): ASTM C143 51/2" Max, Aggr, Size: 3/4" 'Air.C~ntent; ASTM C231 Air Temperature (F): 560 Material Temp, (F): ASTM C10B4 60' Max Temp (F): ,Min Temp IF); Specimen Size: 4 x 8 Unit Weight (pet): ASTMC138 ,Time Cast: 9:43 AM Curing Conditions: Additives: Results Reported To: Contractor C8-L\31S COMPRESSION REPORT ,Project No.: 722,80174-168 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Placement Data: Materf<iI:Concrete ,Stair #2 gridlines F,2 to Gat 5,5 to 6 and stair #3 gridlines 8 to 8,5 at 5,5 to 6 ,Location Sampled At: Stair #2 at F.2 and 5.6 Dale CasL 01/12/09 Ticket No.: IMIX No . 3352314 2440~'15200 . Date Rec'd: 01/13/09 Weather: Clear Design Strength (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 09,0085 1/19/2009 7 6 09,0086 ' 2/9/2009 28 27 09,0087 2/9/2009 28 ,27 09,0088 H H H Remarks: c: Yardage Load; Total: Supplier: Knife River 1 9 Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s,L), (Ibs,) M L d (Ib ) Compo Strength FT.' T T' ax. oa 5: (psi)' . facture ype est lme C617-0J C1231-03 4,01 12,63 8.5 53,045 4,200 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649, (541)746,7163 fax , January 27, 2009 CCB#176269 Date: B.P, No.: P,O, No.: Cast By: P0271-255-0809 Dale Russell KPFF - ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconstcom Milsiead & 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 Cily of Springfield 1 d~y F.e. remainder A5TM Capping Method :1 11 :43 AM x Respectfully'Submltted, (~:::;juaar:~;es Industries, tnc Raymond Aliperti Project Manager 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, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PR"OFESSIONAL SERVICE INDUSTRIES. .I l "~;lInformation ,,~. .TO Build On Engineering. Consulting. Testing DAILY F~ELD REPORT Date Performed: January 12, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-165 Client: Project Name: Maple Elementary School 2109 J Street Springiield, OR Project Location: B,P, No,: Type oi Inspection: COM 2008,00438 Concrete P,O, No,: Weather: P0271-255-0809 Clear Field Observations and Comments Performed visual inspection during placement oi concrete in the following locations:stair #2 gridline F,2 ' G at 5,5 to 6 and stair #3 gridline B to B,5 at 5,5 to 6, Concrete was placed by mixer truck and pump truck and consolidated by hand screeded consolidated with vibratory means, Cast one (1) set of iour (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additionai 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 Materia! Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Dale Russell, ICC #01140789 CCB #176269 Set #1 Knife River 2440N15200 51/2" 56' 60' 9:43 AM 4,000 4 26 If you have any questions regarding this report, please feel free to contact us at 541,746,9649, Respectfully Submitted, Professional Service Industries, Inc. ~S'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 Springiield School District - jsaracen@sps,lane,edu Yolanda Bird, yolanda.bird@sps,lane,edu City of Springiield 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 n. ~TV OV ^^'v ''':::'lh1S....EJ(1;:OT" ,", LIlli 1M/THor IT nlc WRITT~M PFRM/<::.<::lnN nF ,?R0FF<:::<::;lnNAI SFRVIl:F INDUS. TRIES IS PROHIBITED Proiess\ona\ Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541 n 46-7163 l....~;lInformation ,.,~. .10 Build On Engineering. Consulting. Testing ('/'1 -'-\~~ DAILY FIELD REPORT Date Performed: January 8, 2009 Report Number: 722-80174-162 Client: Spnngfield School District Project Name: Maple Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR Contractor: John Hyland P,O, No: P0271-255,0809 Fabricator: Axis Crane Shop/ Field: Field Type of Inspection: Welding Weather: Clear Field Observations and Comments Performed periodic visual inspection of the following items: Seam welds and Puddle welds for the Skybridge Deck from grid line 0 to E from 5 to 5,3, Weldments were inspected for size, length, 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 Building Code and applicable AWS 01,1 and AWS 01,3 codes: Contractor was ,asked to notify our office when additional services are needed, Inspector: Raymond Aliperti, 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, ~iG~/CQlr 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 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.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 I "~;lInfonnation I."'~. .To Build On Engineering . Consulting. Testing DAuL y r~::LD R.EPORT Date Performed: January 7, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-161 Client: Project Name: Maple Elementary School Project Lo::;ation: 2109 ..J Street Springfield, OR 8,P, No,: Type of Inspection: COIvI 2008,00438 Reinforced Concrete P.Q, No.: Weather: P0271,255-0809 Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: concrete placement at the roof elevation at gridline at gridlines E to Fat 5 to 6 and J to K at 5 to 6, Inspected reinforcing at grid line E to F at 5 to 6 and J to K at 5 to 6 prior to placement of concrete, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on plastic chairs, Reinforcing steel was placed in accordance with latest revisions dated 5/1/08. Performed visual inspection during placement 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 Set #1 Supplier Knife River Mix # 40N 15200 Slump 4 3/4" Air Content 3,0% Ambient Temperature 520 Material Temperature 600 Time Placed 8:30 AM Design Strength (psi)' 4,000 Number of Samples 4 , Total Yarda9.e Placed 24 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. ~~4 U ~~ 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 Yolanda Bird, yolanda,bird@sps,lane,edu 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 ~tJPTY P.V f.NY MFAN.<:; FXr:FPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc. .1040-A Shelley Street. Springfield, OR 97477. Phone 541f746-9649. Fax 541f746-7163 l,. ~;1 Information ,.,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: January 12, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-166 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.Q, No,: Weather: P0271,255,0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: reinspected the reinforcing at stairs #2 gridline F.2 to G at 5,5 to 6 and stairs #3 gridline B to B,5 at 5,5 to 6, Reinforcing at the steps Z (nosing bar installed this date and debris was removed both areas ready for concrete placement. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on concrete dboie blocks, Reinforcing steel was placed in accordance with latest revisions dated 5/1/08, Contractor was asked to . notify our office when additional services are needed, 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, yolanda,bird@sps,lane,edu KPFF ' ugo,costa@kpff,com Mahlum - rberndt@mahlum,com City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA rlON OF THE CLIENT aNt 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, tnc.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 541/746.9649. Fax 541/746.7163 l....~ ;ZInjormation ",..,. .To Build On Engineering . Consulting . Jesting DAILY FIELD REPORT Date Performed: Client: January 9, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-163 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P, No,: Type of Inspection: COM 2008,00438 Reinforcing Steel P.Q, No.: Weather: P0271-255,0809 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: at the Skybridge at gridline D to E at 5 to 5,3, Stair #2 at gridline F,2 to G at 5,5 to 6 and stair #3 at gridiine B to B.5 at 5,5 to 6, As of this date all areas require to be blown free of debris and the Z bars are being added at the stairs at both #2 and #3, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on Skybridge plastic chairs, Reinforcing steel was placed in accordance with latest revisions dated 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. ~v RaYmon~e~ Project Manager c: Springfield School District, jsaracen@sps,lane,edu Milstead & Associates, doug@milstead.us Hyland Construction, jeffdurmaj@jhconst.com RobertsonlSherwood 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 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