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Report Information wTo Build On Engineering • Consulting • Testing RECEIVE March 17. 201 I Sonny Lowery 1 8 ?.011 Target Corporation CITY OFTIGARD ,o S. 10' Street BUILDING DIVISION Suite 400 Minneapolis. Minnesota 55403 • Subject: Final Summary Report 9585 SW Washington Square Road, Tigard, Oregon PSI Report No. 0702541-22 Dear Mr. McCabe: Professional Service Industries, Inc. (PSI) is writing this letter to document that. in accordance with Section 1704.1.2 of the State Building Code representatives from our firm have performed special inspection during construction for the following project: Permit No: BUP20I0 -00176 Project Address: 9009 SW Hall Blvd, Tigard, Oregon Project Description: Target - Tigard Our project files indicate that PSI special inspections activities listed below were conducted as scheduled from December 30. 2010 through March I I, 2011. This letter represents a summary of work observed and reported by PSI representatives and the resolution of any documented noncompliance. • Reinforced Concrete • Structural Masonry • Titen Screw Anchors • Adhesive Anchors • Structural Steel; Field Erection Only To the best of our knowledge, the special inspections referenced herein were performed by our firm in general accordance with the requirements, approved plans and specifications, provided change orders that impacted plans and/or specifications. and applicable workmanship provisions of the State Building Code and Standards. If you have any questions or we can be of further assistance, please do not hesitate to call. Sincerely. Professional Service Industries, Inc. Eric Gessner John Eakman Department Manager Project Manager Construction Services Construction Services Professional Service Industries, Inc. • 6032 North Cutter Circle, Suite 480 • Portland, OR 97217 • Phone 503/289 -1778 • Fax 503/289 -1918 CCB #176269 & f',,,i/o - 7& Professional Service Industries, Inc / I nfirnnatl o y ngineering • Consulting • Tfesting Fax: (503) 289 -1918 Concrete Test Report Re No: CON:0702541 -5 Issue No: o: 2 2 Client: TARGET CORPORATION CC: DAN KUHN These test results apply only to the specific locations and materials noted 50 S. 10TH ST. STE 400 ERIC BOLKEN and may not represent any other locations or elevations This report may not be reproduced, except in full, without written permission by MINNEAPOLIS, MN 55403 KATIE OLSON Professional Service Industries, Inc MARK V Project: TARGET TIGARD TIGARD, OR �1 �'/ d � Approved Signatory' Douglas Kostal (Project Manager) C9 ! OV 9 5t - 4 Li /Q Date of Issue: 2/2/2011 Mix Data Supplier Ross Island Sand & Gravel Mix Identification 4011 BVR Specified Design Strength (psi) 4000 at age 28 days Details of Sample Date Sampled 1/5/2011 Date Received 1/6/2011 Measured Specified Slump (in) 8.00 3 - 5 General Location Reefer slab gridlines 0- 0.5/B.3 -B.6. Slump w/ plasticizer (in) N/A • Sample Location Reefer slab gridline 0- 0.5/B.3 -B.6. Air Temp ( °F) 65 Curing Method One day Field /Laboratory Cure Concrete Temp ( °F) ASTM c 1064 59 Field Sample No Field Cure Temp ( °F) High Air Content ( %) ASTM C 231 8.00 3.5 - 6.5 Low Unit Weight (pcf) ASTM C 138 148 Contractor Batch Size (yd') 5 Truck No. 76 Ticket No. T480493 Water Added (gal) Before Sampled By Michael Crum After Submitted By Michael Crum Time Batched 10:00 Weather Interior Time Sampled 11:10 Est. Wind (mph) Yd' Placed 5.0 Time Placed 11 '30 Est. Rh ( %) Time In Truck (mins) 90 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions (in) Area (in') Type of Ultimate Type of Compressive Required (days) Diameter Height Cap Load (lbf) Fracture Strength (psi) Strength (psi) 0702541- 5 -C1 \1 01/12/11 7 4.01 8.05 12.63 U 35603 3 2820 0702541- 5 -C1\2 02/02/11 28 4.01 8.01 12.63 U 54653 2 4330 3000 0702541- 5 -C1 \3 02/02/11 28 4.01 8.01 12.63 U 56355 2 4460 3000 0702541-5-C1\4 Hold U 3000 Average 28 Day Compressive Strength (psi) 4400 Notes Remarks 1 Sampling to ASTM C 172 FailureMode: 2 = C39: Vert crack/ cone opposite end, C1314. Cone & Shear, 3 = C39' Vert 2.Specimen(s) Prepared to ASTM C 31 cracking /no cones, C1314 Cone & Split 3.Capping B= Bonded ASTM C 617, U= Unbonded ASTM C 1231, C = Combined Observed 5 yards placed Form No: 18970 V1 00, Report No CON'0702541 -5 -C1 (c) 2000 -2009 QESTLab by SpectraQEST.com Page 1 of 1 6c c 7 ' c2 o 7d — 00/ 7 C, Professional Service Industries, Inc. Information 6032 N Cutter Circle, Suite 480 Portland, OR 97217 CCB No. 176269 Phone: (503) 289 -1778 � Bu ild O n Engineering • Consulting • Testing Fax. (503) 289 -1918 Steel Inspection Field Report Re No: SIF:0702541 -12/1 Issue No: 1 Client: TARGET CORPORATION CC: DAN KUHN, ERIC These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations This report may not be 50 S. 10TH ST. STE 400 BOLKEN, KATIE reproduced, except in full, without written permission by Professional Service OLSON, MARK V Industries, Inc MINNEAPOLIS, MN 55403 ;, - 1.�� r yi�� Project: TARGET TIGARD �_____ —> / 1+/ � X409 Sub ,� �'LC TIGARD OR Approved Signatory: Douglas Kostal (Project Manager) Date of Issue: 2/2/2011 Date: 1/28/2011 Technician: David Brodkey General Contractor: Skanska Subcontractor: Davidson Masonry Weather: Partly Cloudy, 50 F Location(s) /Item(s): Trash compactor infill remodel between H -J at SW corner of building -cmu dowels- six #5 verticals and four #5 horizontals. ® New Inspection ❑ Re- Inspection Type(s) of Observations /Testing Performed & General Checklist ❑ (Verified) ® Special Inspection ❑ AWSQC1 /ASNT VT ❑ At Completion E) In Progress El Post - Completion* ZContinuous ❑Periodic ❑Other Structural Welding Structural Bolting Steel Erection Post - Installed Anchors Open Web Steel Joist Inspection ❑ Shop ❑ Field ❑Pretension ❑Shear Brg ❑ Shop ❑ Field Chemical ❑Mechanical ❑ Shop ❑ Field Weld Process ❑ Bolts Specified ❑ Joint Details ❑ ICB0 Report No: El Joist Girder Seat Connections ❑ Electrode ❑ Turn -of -Nut ❑ Erection Dwgs ❑ Anchor Type ® Joist Seat Connections ❑ Weld Profiles(s) ❑ Cal. Wrench ❑ Inspection Rpts ❑ Adhesive Type ® Horiz. Bridging Connections ❑ Welder Cert(s) ❑ Tension Control ❑ Mark No.s ❑ Hole Diameter ® X- Bridging Connections ❑ Weld Prcdr(s) ❑ Snug Tight ❑ Anchor Bolts ❑ Embed Depth ® Wind Brace Connections ❑ Mill Cert(s) ❑ Hardened Washers ❑ Columns ❑ Manuf. Instructs ® Bottom Girder Braces ❑ Prep & Fit -Up ❑ Tighten Sequence ❑ Beams ❑ Clean & Dry ® RTU Joist Reinforcement ❑ Preheat Temp ❑ Faying Surfaces ❑ Metal Deck /Studs ❑ Adequate Adhes El IC = IN Compliance ❑ ❑ UT ❑ MT ❑ RT ❑ PT Skidmore Tests ❑ X- Bracing ❑ Torqued/Tight ❑ Box Definitions: X= Attached; NA =Not Applicable; NC= Nonconformance (see below). *Describe Limitations Below or Contact Bldg Dept. Detailed Observations, Materials, Workmanship & Procedure Descriptions Referenced Details /Drawings: Ericksen Roed- Associates (project 04- 1387 -02) P83.0- 6/30/10, (1, 8, 9)/S111. Non - Conformance # • Parties Notified: ❑ General Contractor ❑Subcontractor ❑ Architect ❑ Engineer ❑ Owner ❑ Other: ❑ Standby Time: To the best of my 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: ❑ Except as Noted ❑ Not Applicable ❑ Unapproved Drawings /Plans /Materials ❑ NCR Issued ❑ Non - Compliance ❑ Requires Engineers Acceptance (RFI) ❑ Reinspection Required Inspector: David Brodkey ID Number: OBOA #854 Remarks: PSI was on site as requested to perform special inspection of installation of epoxied dowels for cmu infill wall. Per details, #5 dowels were to be installed at 16" on center vertically with 6" embedment, and two #5 bond beam horizontal dowels were to be epoxied at 4' on each side of wall with 8" embedment. Additional dowels were to be epoxied horizontally above bond beam for joints, but due to existing doorway frame, these were not needed. 3 /4" diameter holes were drilled to 8" on bond beams, and 6" on verticals. (3/6) verticals encountered rebar during drilling and could only achieve 5 " -5.5" embedment. Holes were drilled into existing concrete of unknown PSI at 49F, and were blown and brushed until clean and dry. Hilti RE 500 SD epoxy (expires 02/2011) was used. No issues encountered. See attached report for additional info on cmu wall. Page 1 of 1