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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-1-23 o.<6 - 43<j{ l"~;lInformation ",~. .To Build On Engineering . Consulting . Jesting ) L DAILY FIELD REPORT Date Performed: January 23, 2009 Springfield School District 525 Mill.Street Springfield, OR 97477 Report Number: 722.80174-172 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: Shop/ Field: Weather: P0271-255-0809 Field Clear Field Observations and Comments Performed preliminary periodic visual inspection of the following items: roof deck seam welds and puddle welds between Areas #2 and 3 (Breezeway). 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 1he Interna1ional Building Code and applicable AWS D1.1 and AWS D1 .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, fJfeSSi~0~1 f!:fndustries, tnc. ~~d 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.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541r146-9649. Fax 541r146-7163 Cb-L\~B l~~;lInformation fI~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: January 21, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-170 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR , Project Location: B.P. No.: Type of Inspection: calvi 2008-00438 Epoxy P.O. No.: Weather: P0271-255-0809 Overcast Field Observations and Comments IAs requested, a representative of PSI was onsile to observe and document drilling of one augered pier. An 18" auger was used. Two foot minimum embed into native gravels was verified. Grand water was encountered at 7 feet below existing grade at the top of gravel. The boring was terminated at 9 feet depth. The pier is located at the southwestern corner of the structure and will be used to support at trash enclosure. 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 Interna1ional Buildinq Codes. Inspector: Anthony Deluca 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. Rc~ ~ ' ClQp 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 /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, WITHOUl THE WRITTEN PERMISSION OF PRor'ESSIONAL SERVICE INDUSTRIES, IS PROHiBITED. Professional5ervice Industries, Inc..- 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46.9649. Fax 5411746-7163 lrflj ~;l Infonnation ",..,. .To Build On Eng;~f!!ering . Consulting . Test~ng c~ - L!?,)<, DAILY FIELD REPORT Date Performed: Client: January 26, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-173 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 Clear Field Observations and Comments Performed preliminary periodic visual inspection of the following items: roof deck seam welds and puddle welds for the Gymnasium. 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 D11 and AWS D1.3 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, Professional Service Industries, Inc. R~ j~eQ]~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dgLJadagni@robertsonsherwood.com Springfield School Distric1- 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 Professjonal Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR.97477 . Phon.e 541/746-9649 . Fax 541/746-7163 l...~ _lInformation ,.,~- .To Build On Engineering. Consulting. Testing DAilY FiELD REPORT Date Performed: January 23, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-171 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Concrete P.O. No.: Weather: P0271-255,0809 Overcast Field Observations and Comments Performed visual inspection during placement of concrete at the following locations: stage at 5 at 1.5 adjacent to J line and columns for covered play area (2 lifts). Concrete was placed by pump truck and vibrated to consolidate. 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 1he International Building Codes. Tvn" nf Mat~ 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 5" 45' 59' 8:25 AM 4,000 4 30 If you have any questions regarding this report, please feel free to contact us aI541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~V'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 School District - jsaracen@spslaneedu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. Ti-iE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRAN~MITTAL TO A THIRD PAF?TY, 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 IP$ilfonJ;;::;:~n II!!nfIlneerlnfl . ~ . 1lJotIng Client: Address: Springfield School District 525 Mill Street . Springfield,OR'97477 Placement Data: Drilled pier (DP.I} 8 5' south of grid line A al 3 ~- ~3~. COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield,. Oregon 97477 (541)746-9649 -.(541)746-7163 fax January 30, 2009 CCB#176269 Project No.: '722-80174-176 Proj. Nam!", M'aple Elementary SchoOl location:' 2109 J Street Springfield, OR Date: B.P. No.: P.O. No.: Cast By: P0271-255_0809 .Glenn.Meek Yardage Load:' 1 Total: 2/2 Supplier: Knife River Slump (in.): ASTM C143 Max. Aggr~ Size: Air Content: ASTM (;231 ,Air Temperature (F): Material Temp. (F):.ASTM C1064 ,Max Temp (F): ;MinTeinp (FJ: Specimen Size: Unit Weight (pel): ASTM C138 ,Time.Cast: 1 :20 PM Additives: Results Reported To:' Field Test Data 21/2" 3/4" Material:' Concrete Lpcation Sampled At: Same as above Date Cast: 01/21/09 Ti~~;~~~;1 M~X(J~~'~200 bate Ree'd: 01/22109 Weather: Overcast Design Strength (psi): required 4,000 Cylinder No. Test'Date Age (days) Field Cure Lab Cure (days) (days) 09-0221 1/28/2009 7 6 09-0222 2/18/2009 28 27 09-0223 2/18/2009 28 27 09-0224 H H H Remarks: 430 590 4x8 Curing Conditions: ASTM Contractor Compressive Strength Data ASTM (;39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.L) (Ibs.) Max_load,(lbs.) COn:'Pip~~;ength Fracture Type~' Test Time' Capping Method 4.00 12.57 C617-0:i I C12Jl-0J 'x 8.6 58,885 4,680 3 12:40 PM Respectfully Submitted, kOfeSSiona' ~~cnlndustries, Inc. Ra~d~liPerti ~ Project Manager I<PFF - ugo.cosla@kpff.com Hyland Construction - jeffclurmaj@jhconst.com Milslead & Associates - doug@milstead.us Mahlum - rbernclt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwoocl.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolancla.bird@sps.lane.edu City of Springfield c: THIS REPORT IS PROVIDED FOR THE INFORMATION OF mE 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 ' ' . PERMISSI9N OF PROFESSIONAL SERVICE INDUSTRIES