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Home My WebLink AboutPermit Field Test & Inspection Report 2008-9-10 c 'Carlson T'esting, Inc. Main Office P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson Ave.. NE Salem, Oregon 97301 Phone (503) 589-1252 Fax (503) 589-1309 Bend Office P.O. Box 7918 Bend, Oregon 97708 . Phone (541) 330-9155 Fax (541) 330-9163 Daily Report of-Structural Steel Client: SAFEWAY STORES INC - PHIL JUTTELSTAD Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD cn Job #: S0805400. Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR Jurisdiction: SPRINGFIELD cn representative L. WES'fPHAL, JR. OBOA 782 was on sit te _Sep. 10, 2008 to perform Special Inspection for: Pennit COM2008-004711 , DFS#(s) SCOPE OF INSPECTION I. Checked in with superintendent, client or shop rep. Name: RANDY Company' JAMES E JOHN 2. Inspection was "IBe" D Continuous GJ Periodic 3. Work performed: GJ In the field D At fab shop 4. If shop inspection do they have fabrication and QC procedures? DYes D No GJ N/A INSPECTION . Yes NoN/A I :'Reviewed.previuus inspection reports? 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel JD markings or other documentation. 3. Verified weld filler materials conform. 4. x x x Checked steel members to see they were fabricated and erected in accordance with the workmanship and tolerances required. 5. Checked welded studs and structural connections were installed as required. 6. Verified high strength bolts and fasteners conform. 7. Verified the quality of welds produced by \velders, welding operators, and tackers confoml. 8. Verified steel frame joint details for bracing, stiffening, member locations, and application ofjoint details at each X connection arc in compliance by random sampling. x xl I I X X I I WELDER INFORMATION Welders Name: MICHAEL LIVERMORE Certification #: W05869 I C-2196 Yes No N/A 1. Verified the contractor's Welding Procedure Specifications are in conformimcc with A WS requirements. 2. Verified the essential variables outlined in the Welding Procedure Specifications were employed during execution of the work. X X 3. Verified the weldability of reinforcing steel other than ASTM A706. D See additional report page(s). D Distribute attachments. Po. Number: 108018 Location of steel inspection [to include grid lines, elevations (floors) and drawing details): INSPECTION OF STEEL FRAMING AND WELDING. METAL DECKING AND CANOPY AT THE EAST END OF BUILDING. WELDS WERE FCAW FOR STRUCTURAL STEEL AND E6011 FOR STEEL DECK FCAW WELD ELCTRODE WAS E71T-11/16 DIAMETER SELF SHEILDING FLUX CORED WIRE. WELDS WERE ADEQUATE. NOTE: DECK BUTTON PUNCHING OF SIDE SEAM LAPS ARE IN-PROGRESS AT THIS TIME. REPORT SUMMARY L Work inspected was: GJ Completed D In progress 2. Completed work inspected was in compliance with GJ Approved plans and specifications D' Shop drawings D RFI 0 Design change D Submittal D N/A Document #(s) PLANS Dated: 3. Noncompliance item(s) were noted this date, details on followingpage(s). DYes D No GJ N/A 4, Noncompliance item(s) were reinspected this date, details on following pagers). DYes D No [i] N/A D Conform D Remain in progress Report(s) findings were discussed and left with RANDY of _ JAMES E JOHN X Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testino has no authority to direct work of contractors or subcontractors. e Page nf_ Daily Report of Structural'Steel .CTI Job #: S0805400, Project: SAFEWAY STORE %1094 REMODEL - SPRINGFIELD For: 09/10/2008 Notes: In some cases more than one box may be checked for a given item on the front page. OUT Teports pertain to the material tested/inspected only. Information contained herein is not to be Teproduced, except in full, without pTior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office, Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Steven DuggeT Review Date: 10/02/2008 LLW!LS SAFEWAY STORES INC - PHIL JUTTELSTAD TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN FAXj503-657-6496 FAXj503-384-0459 FAXj503-670-0235 FAXj360-696-9723 ;Carlson Testing, Inc. Construction Inspections & Related Tests. Geotechnical Consulting Main Office P.O. Box 23814 Tigard, Oregon 97281 .Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson Ave.. NE Salem, Oregon 9730 I Phone (503) 589-1252 Fax (503) 589-1309 "Bend Office P.O. Box 7918 Bend, Oregon 97708 Phone (541) 330-9155 Fax (541) 330-9163 REPORT OF 3X3X6 GROUT TEST SPECIMENS Test Methods:. ASTM C31/Cl72/Cl92/C617/Cl064/C143 Date Molded: 08/19/2008 Permit #: COM2008-00471 Client: SAFEWAY STORES INC - PHIL JUTTELSTAD Project: SAFE WAY STORE #1094 REMODEL - SPRINGFIELD Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR Job Number: S0805400. Jurisdiction: SPRINGFIELD . Contractor: JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN Subcontractor: Grout Supplier: X Truck #: Weather: CLOUDY Cast By: G. KEENE Load #: l' Test Time:' 8: 10 AM Ticket#: 154217 Air Temp. at Sampling Time:' 62 Grout samples cast at the following location: G.2 @ 2.4 . Total Grout Placement Location: 6,,'CMU WALL G.2 @ 2-3.2, (2) DOOR IN FILLS G @ 5.8 AND 3 @ B Strength Requirement: 2000 Mix Number: psi fg@ 28 Days Slump' Grout Temp: ~ Cement Type: 8-10" Admix/Amt: NO BATCH WEIGHTS Register Number: 0006244 Max Agg: 3/4" Cubic Yards: Lab Location: SALEM Set Test @ Date Test Total Area I Unit Tested No. . Davs Rec'd Date Load PSI Bv 28 08/21/2008 09/16/2008 26110 3.20 I 8160 SRT 28 08/21/2008 09/16/2008 26210 3.20 I 8190 SRT 28 08/21/2008 09/16/2008 26385 3.20 I 8250 SRT 28 08/21/2008 09/16/2008 26890 3.25 I 8270 SRT j I I Average fg @ 28 days I 8220 D Distribute attachments. Please see reverse side for additional information. Job Number: S0805400. Register Number: 0006244 Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD Date Molded: 08/19/2008 Asterisked C*) average unit PSI test results did not meet listed acceptance criteria. ".o.j Remarks: SAFEWAY STORES INC - .PHIL JUTTELSTAD TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN FAX/503-657-6496 FAX/503-384-0459 FAX/503-670-0235 FAX/360-696-9723 Project Manager: B. LEACH Reviewed By: Reviewed On 09/22/2008 Our Teport pertains to the material tested only, The information contained in this report is provided subject to all terms an, conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or Tely upon the information contained in this document Carlson Testing, Inc. Main Office P.O. Box 23814 Tigard. Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson AYe., NE Salem, Oregon 97301 Phone (503) 589-1252 Fax (503) 589-1309 Bend Office P.O. Box 7918 Bend, Oregon 97708 Phone (541) 330-9155 Fax (541) 330-9163 . Daily Report .of Structural Steel "Clieut: SAFEWAY STORES INC - PHIL JUTTELSTAD Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD cn Job #: S0805400. Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR Jurisdiction:. SPRINGFIELD 'CT! representative B. TATMAN OBOA 834 was on site this date Sep, 03, 2008 to perform Special Inspection for: Pennit COM2 0 0 8 - 0 0 4 71 DFS #(s) PO Number: 108018 SCOPE OF INSPECTION Location of steel.inspection [to include grid lines, elevations (floors) and drawing details]: A.) eTI INSPECTION 3/16" FILLET WELDS ON 11 EACH) HEADER AND (2 EACH) COLUMNS. B.I CHECKED WELDS ON (2 EACH) WALL STIFFENERS FOR NEW SUFFIT. C. I INSPECTED PER DETAILS 9/51.2, 11/S1.2 J . Checked in with superintendent; client or shop rep. : Name: TERRY Company: MASS FAB 2. Inspection was "!BC" [i] Continuous D Periodic 3. Work performed: 0 In the field [i] At fab shop MAS S FAB . 4. If shop inspection do they have fabrication and QC procedures? [i] Yes 0 No 0 N/A D.I PARTS WELDED PER DETAILS AND MEET ACCEPTABLE CRITERIA D1.1 TABLE 6.1 INSPECTION Yes NoN/A ( 1. Reviewed previous inspection reports? . I , X 2. V erifiedsteel materials 'are in compliance by reviewing' random samples orthe mill test reports, steel ID markings or other documentation. I' 3. Verified weld filler materials cOI1fonn. 4. Checked steel members to' see they were fabricated and . erected in accordance with the workmanship and tolerances required. 15. Checked welded studs and structural connections were installed as required. I 6. Verified high strengt.h bolts and fasteners confonn. 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. 8. Verified steel frame joint details for bracing, stiffening, member locations, and application of joint details at each X connection are in compliance by random sampling. x x x I X I I I I I I X I I X I I REPORT SUMMARY WELDER INFORMATION I. Work inspected was: [i] Completed 0 In progress 2. Completed work inspected was in compliance with [i] Approved plans and specifications 0 Shop drawings o RFI 0 Design change 0 Submittal 0 NIA Document #(s) S1. 2 Dated: f Verified the contractor's Welding Procedure Specifications are in conformance with A WS requirements. 2. Verified the essential variables outlined in the Welding Procedure Speci(jcations ,were employed during execution of the work. X 3. Noncompliance item(s) were noted this date, details on following pagels). 0 Yes 0 No [i] N/A 4. Noncompliance item(s) were reinspected this date, details on following page(s). 0 Yes 0 No [i] N/A D Conform D Remain in progress Welders Name: ON FILE Certification #: Yes No N/A X Report(s) findings were discussed and left with TERRY of MASS FAB 13 Verified the weldability of reinforcing steel other.than ASTM A 706. X I Based on the Code, approval is required from the Building Official before the SPECIAL IN~PECT~D items noted above can be covered. Carlson Testing has no authonty to direct work of contractors or subcontractors. . D Distribute attachments. Page of _ o See additional report pagels). Daily Report of Structural Steel en Job #: S0805400. For: 09/0312008 Project: SAFEWAY' STORE #1094 REMODEL - SPRINGFIELD Notes: In some cases more than 'one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected only, Information contained heTein is not to be reproduced, except in full, without prior authorization from this office. If there aTe any furtheT questions regaTding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Steven Dugger Review Date: 09/22/2008 BT/KMF SAFE WAY STORES INC - PHIL JUTTELSTAD TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH ~AGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN FAX/503-657-6496 FAX/503-384-0459 FAX/503-670-0235 FAX/360-696-9723