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Home My WebLink AboutPermit Field Test & Inspection Report 2006-9-1 l-!~;1. Information ~~. .To Build On Engineering. Consulting. TestingOAIL Y FIELD REPORT Date Performed: September 1, 2006 Report Number: 722-60303-4 Client: Spnngfleld School Dlstnct #19 Project Name: A3 Academy of Arts & Academics 1890 N 42nd Street Spnngfleld, OR 97477 Project Location: 611/615 Main Street Spnngfleld, Oregon P.O. No.: Permit No.: COM 2006-00836 Type of Structure: ReinforcIng Steel Weather: InsIde Type of Inspection: Reinforced Concrete Field Observations and Comments . Performed visual inspection of reinforcing steel In the following location cut-out slab area for new restrooms. Reinforcing steel was checked for grade, Size, lap, placement and clearances where applicable Reinforcing steel was secured uSing tie wire and supported on concrete dobre blocks Reinforcing steel was placed In accordance wIth approved design drawl'lgs and specifications Performed visual Inspection dunng placement of concrete In the locations listed above Concrete was placed by truck and hand screeded. Cast one set offour (6x12) concrete test cylinders 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 The Contractor was asked to notify our office when additional services are needed Iy~e of Material Concrete Supplier Morse Bros Mix # 40-1 KO Slump 31/2" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Greg Boehland 870 820 2.30 PM 4000 4 (6x12) 6 If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc. ~f~ J n erTran De~ ment Manager c 2G Construction-Mike Kimball Spnngfleld School Dlstnct # 19-John Saracono City of Spnngfleld 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Professional SeNlce Industrres, Inc. 1040A Shelley St . Sprrngfleld, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l."~;l Information ~.,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: August31,2006 Report Number: 722-60303-3 Client: Springfield School District # 19 Project Name: A3 Academy of Arts & Academics 1890 N 42nd Street Springfield, OR 97477 Project Location: 611/615 Main Street Springfield, Oregon P.O. No.: Building Permit No.: COM 2006-00836 Type of Structure: Weather: Inside Type of Inspection: Epoxy Field Observations and Comments Performed continuous inspection dUring the installation of #4 epoxied rebar dowels In the following locations (50) #4 rebar dowels at 1 '-4" on center Rebar dowels are located In eXisting floor slab, In the far South East room of the construction site Rebar dowels Installed as per engineers specifications to detail 2/S2 Prior to installation the predrllled hole were cleaned uSing a nylon brush and compressed air Verified minimum embedment depth of 4 Inches The above listed epoxy anchors were Installed uSing Simpson Set 22 epoxy with ICC# 5279 The epoxy anchors were Installed In accordance with approved Job-site plans, the manufacturer's directions and the latest reVISions dated July 17. 2006, In addition tere was the presence of an oily residue on the rebar dowels, the contractor however cleaned most of the 011 off of the qowels before installing them 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 Contractor was asked to notify our office when additional services are needed Inspector: Wesley Brown If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Profe sional Service Industries, Inc. _r:~ c' 2G Construction-Mike Kimball Springfield School District # 19-John Saracono 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 PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industries, Inc' 1040A Shelley St . Springfield, OR 97477' Phone 541/746-9649' Fax 541/746-7163 l-"~;' Infor71U1tion ~.,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: August25,2006 Report Number: 722-60303-2 Client: Spnngfleld ?chool Dlstnct # 19 Project Name: A3 Academy of Arts & Academics 1890 N 42nd Street Spnngfleld, OR 97477 Project Location. 611/615 Main Street Spnngfleld, Oregon P.Q, No.: Permit No.. COM 2006-00836 Type of Structure: Weather: Clear Type of Inspection' Reinforced Concrete Field Observations and Comments I Performed visual inspection of reinforcing steel In the following location footing for shear walls along gndllnes C and B . Reinforcing steel was checked for grade, Size, lap, placement and clearances where applicable Reinforcing steel was secured usmg tie wire and supported on concrete doble 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 placed by pump and mechanically consolidated Cast one set of four (6x12) concrete test cylinders 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 The Contractor was asked to notify our office when additional services are needed Tvpe of Matenal Concrete Supplier Morse Bros Mix # 40-5 Slump 5" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaqe Placed Inspector: Greg Boehland 73 78 10 50 AM 4000 12 00 AM 10 If you have any questions regarding this report, please feel free to contact us at 541-746-9649 Respectfully Submitted, grof, sional Service Industries, Inc. , _ f-r::- Jen r Tran ment Manager c 2G Construction-Mike Kimball Spnngfleld School Dlstnct # 19-John Saracono City of Spnngfleld THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD ; ~~j J-t." .~~'Ct:FT IlV "'01..1.., VVI-I-I"IULl~rtl-'--/-C:'-~.:ifOIV or F"ROn=-~:;,v/"t;~ ';~.rivfCC 1I~'C,j, ,.; r-rtUrllCII cu Professional Service Industries, Inc. 1040A Shelley St . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l-" ~ ., Information ~~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: August23,2006 Report Number: 722-60303-1 Client: Spnngfield School Dlstnct # 19 Project Name: A3 Academy of Arts & Academics 1890 N 42nd Street Spnngfield, OR 97477 Project Location: 611/615 Main Street Spnngfleld, Oregon P.O. No.: Building Permit No.: COM 2006-00836 Type of Structure: Weather: Inside Type of Inspection: Epoxy '-- Field Observations and Comments Performed continuous Inspection dunng the installation of #4 epoxied rebar dowels In the following locations (120) rebar dowels In two locatrons (60 dowels per location) from eXisting concrete slab to wall footings Dowels were placed at 1 '-4" on center, as per detail 2/S2 of contract draWings Pnor to installation the prednlled hole were cleaned uSing a nylon brush and compressed air Verified minimum embedment depth of 4 Inches The above listed epoxy anchors were Installed uSing Simpson Set 22 epoxy with ICC# ES-ER-5279 The epoxy anchors were Installed In accordance with approved Job-Site plans and manufacturer's directions 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 Internatronal BUilding Code Contractor was asked to notify our office when additional services are needed Inspector: Wesley Brown If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649, c: 2G Construction-Mike Kimball Spnngfield School Dlstnct # 19-John Saracono 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 Industnes, Inc. 1040A Shelley St . Spnngfleld, OR 97477. Phone 541/746-9649. Fax 541/746-7163