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o 26 003 /(f MAYES � Portland TESTING Ei�Gi�NE'��'S INC 7911 NE 33rd Drive Suite 190 - Z,w' tzI iaAsiar wa . A;. b ;', I '" Portland OR 97211 oh 503 281 7515 CONCRETE LABORATORY TEST REPORT fax 503.281.7579 Project Name: Costco- Tigard #111 Racking Installation Project No: P08227 Site Address: 7850 SW Dartmouth Issued on: 03/27/09 Tigard, OR Sample Set ID: 11081. Client: Key Mechanical Co of WA Permit # (s): BUP 2008 -00314 Original: 5 Engineer: Revised: 11 Contractor: Key Mechanical Co of WA . FIELD DATA ASTM C31 and C172 Air Temperature: 32 °F Actual j Mix Proportions: Weather: Clear Product: Concrete Ingredient . Weight (per cu.yd) Supplier: Glacier Northwest NE Admix 1.6 oz Ticket Number : 210194 Cement- -Type I & II 609.5 Ibs MixDesign ID : 1750 Coarse Aggregate 1" 1,812.8 lbs Daraset 60.9 oz Sample Temp. Initial Storage Temp. - Entrained Air - Fine Aggregate 1,199.4 Ibs (ASTM C1064) (ASTM C31) (ASTM C231) PolyHeed 997 73.3 oz 62 °F NR 5.7 %o Water 205.4 lbs Water /Cement Ratio: Slump (ASTM C143) , Sample(s) Rec'd: 0.337 7" 02/28/09 Required Strength (fc): Placement Location and Notes: 4000 psi @ 28 days Freezer slab on grade. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Type of Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Fracture 02/27/09 0003 1897 03/06/09 7 4 x 8 57290 3.99 12.50 4580 Type 4 02/27/09 0003 1898 03/27/09 28 11 4 x 8 78840 4.00 12.57 6270 Type 5 02/27/09 0003 .1899 1 03/27/09 28 H 4 x 8 76740 4.00 1 12.57 6110 Type 3 1 02/27/09 0003 , ! 1900 i 03/27/09 28 11 4 x 8 77620 4.01 12.63 6150 • _ ,,.e 5 . * Remarks: w Ar' dip Technician(s): Zenger Jr, C. Reviewed by. .Ag - Tested by: Schneider, C. Mark A. G -I ,sha, P.E. Branch M -,.ger NOTES Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, for full description of Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev 3, 07119/07 MAYES TESTING ENGINEERS, INC. Lynnwood Office 9 20225 Cedar Valley Road s 1 , Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 fax 253.584.3707 Permit No.: MEC 2008 -00474 City of Tigard Portland Office BUP 2008 -00314 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 Owner: Costco #111 fax 503 281.7579 Engineer: Architect: Contractor: Key Mechanical Page: 16 Date: March 20, 2009 Weather: Indoors Inspection: Expansion Anchors Samples: none MTE inspector arrived on site as requested to provide observation and torque testing of Hilti KBTZ % x 5 IA" wedge anchors. The contractor placed (32) wedge anchors ((2) in each footing of rack) down center or rack 10' south of rack #129. All holes were drilled with 1 /2" diameter bit per manufacturers recommendation and cleaned by blowing. All anchors were installed and torqued using Hilti impact wrench. All bolts were checked for torque by means of MTE calibrated torque wrench #P300. All bolts were installed and torqued to manufacturers instructions. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Cliff Zenger OBOA # 909 REVIEWED BY: . / ,� J ii&■ - ark A. G irr► ha, P.E. c: Bill Zornes K:y Mechanical Building 0 , - I —City of Tigard MAYES TESTING ENGINEERS, Portland d rd Drive us l� ®YCN ®1ali�7 GY® 6�® INC �I Suite 190 4' :rrf:`r a ' iNN :sue 'an ', m Portland OR 97211 Oh 503.281.7515 CONCRETE LABORATORY TEST REPORT fax 503.281.7579 Project Name: Costco- Tigard #111 Racking Installation Project No: P08227 Site Address: 7850 SW Dartmouth Issued on: 03/18/09 Tigard, OR Sample Set ID: 11033 Client: Key Mechanical Co of WA Permit # (s): BUP 2008 -00314 Engineer: Original: t9 Revised: E Contractor: Key Mechanical Co of WA FIELD DATA ASTM C31 and C172 Air Temperature: 35 °F Actual Mix Proportions: Weather: Overcast Product: Concrete Ingredient Weight (per cu.yd) Supplier: Glacier Northwest A/E Admix 1.6 oz Ticket Number : 209038 Cement —Type I & II 631.6 Ibs MixDesign ID : 1750 Coarse Aggregate 1" 1,853.9 Ibs Fine Aggregate 1,195.3 lbs Sample Temp. Initial Storage Temp. Entrained Air PolyHeed 997 73.1 oz (ASTM C1064) (ASTM C31) (ASTM C231) Water 194.4 lbs 68 °F NR 4.5% Water /Cement Ratio: Slump (ASTM C143) Sample(s) Rec'd: 0.308 5.5" 02/19/09 Required Strength (fc): Placement Location and Notes: r 4000 psi © 28 days Slab on grade at 9- 11/J -H.5. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Type of Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Fracture - 02/18/09 0002 1701 02/25/09 , 7 i 4 x 8 65420 4.00 12.57 5210 Type 3 * 02/18/09 0002 1702 03/18/09 28 4 x 8 82320 4.00 , 12.57 6550 Type 3 * 02/18/09 0002 1703 03/18/09 28 4 x 8 80840 4.00 12.57 6430 _ Type 3 02/18/09 0002 1704 03/18/09 28 4 x 8 82620 4.00 12.57 6570 T .e 3 Remarks: Technician(s): Strobehn, Jr, D. Reviewed by: ��. ,� Tested by: Zenger Jr, C. ark A. Ga ha, P.E. :ranch Mal. . ger NOTES Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, for full description of Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 ph 253.584.372 Address: 7850 SW Dartmouth, Tigard, OR fax 253 584 3707 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Owner: Costco #111 Suite 190 Engineer: Portland, OR 97211 ph 503.281.7515 Architect: fax 503.281.7579 Contractor: Key Mechanical Page: 13 Date: March 6, 2009 Weather: Partly Cloudy Inspection: Expansion Anchors Samples: none MTE inspector arrived on site for the scheduled placement of the new sales freezer column base wedge anchor bolts. The contractor placed Hilti KBTZ 3/4" x 8 ", ICC ESR 1917, Model #387521, Lot #000010865732 per the manufacturer's instructions and specifications. Bolts were placed in 3 /4" x 5 3 /4" minimum embedment clean holes and torqued to 110 ft-Ibs using MTE torque wrench #P267. Work was performed per manufacturer's specifications, but no written structural engineering instructions were on site at the time of installation. NONCONFORMING CONDITIONS: Written confirmation of approval by the structural engineer needed to change this report to a conforming issue. INSPECTOR: Philip Lundberg OBOA # 399 REVIEWED BY: /, / ark A. Gal g- ha, P.E. c: Bill Zornes Key Mechanical Building 0 i al —City of Tigard MAYES TESTING ENGINEERS INC Portland 7911 NE 33rd Drive Suite 190 d iegai� fF :? - Portland OR 97211 oh 503.281.7515 CONCRETE LABORATORY TEST REPORT fax 503.281.7579 Project Name: Costco- Tigard #111 Racking Installation Project No: P08227 Site Address: 7850 SW Dartmouth Issued on: 03/06/09 Tigard, OR Sample Set ID: 11081 Client: Key Mechanical Co of WA Permit # (s): BUP 2008 -00314 Engineer: Original: p Revised: Contractor: Key Mechanical Co of WA FIELD DATA ASTM C31 and C172 Air Temperature: 32 °F Actual 1 Mix Proportions: Weather: Clear Product: . Concrete Ingredient Weight (per cu.yd) Supplier: Glacier Northwest A/E Admix 1.6 oz Ticket Number : 210194 Cement —Type I & II 609.5 Ibs MixDesign ID : 1750 Coarse Aggregate 1" 1,812.8 lbs Daraset 60.9 oz Sample Temp. Initial Storage Temp. Entrained Air Fine Aggregate 1,199.4 lbs (ASTM C1064) (ASTM C31) (ASTM C231) PolyHeed 997 73.3 oz 62 °F NR 5.7% Water 205.4 lbs Water /Cement Ratio: Slump (ASTM C143) Sample(s) Rec'd: 0.337 7" 02/28/09 Required Strength (fc): Placement Location and Notes: r 4000 psi @ 28 days Freezer slab on grade. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Type of Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Fracture 1 02/27/09 0003 1 1897 03/06/09 7 1 4 x 8 57290 3.99 12.50 j 4580 Type 4 02/27/09 0003 1898 03/27/09 28 4 x 8 0.00 0.00 NA * 02/27/09 0003 1899 03/27/09 28 4 x 8 0.00 0.00 NA 02/27/09 0003 1900 1 03/27/09 28 4 x 8 0.00 0.00 ,:1 _ Remarks: / Technician(s): Zenger Jr, C. Reviewed by: �/7/ / ' Tested by: Strobehn, Jr, D. ark A. Gal la, P.E. : anch Mana•er NOTES Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, for full description of Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" KATE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC. Lynnwood Of /ice 9 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 ph 253.584.3720 Address: 7850 SW Dartmouth, Tigard, OR fax 253 584 3707 Permit No.: MEC 2008 -00474 City of Tigard BU P 2008 -00314 Srti NE 33rd Office Drive Suite 190 Portland, OR 97211 ph 503.281.7515 Owner: Costco #111 fax 503.281.7579 Engineer: Architect: - Contractor: Key Mechanical Page: 12 Date: March 5, 2009 Weather: Indoors Inspection: Expansion Anchors Samples: none MTE inspector arrived on site to perform inspection of wedge anchor installation. The contractor did not have the proper documentation (i.e. ICC report, details, plans, specs) on site. The contractor decided to cancel the inspection and re- schedule. INSPECTOR: Doug Strobehn 06.2) OBOA # 872 REVIEWED BY: -- ! -.��A ark A. GI ha, P.E. c: Bill Zornes -y Mechanica Building Official —City of Tigard ' TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 - - Address: - 7850 - SW D a thT gard, OR -- ph 253.5843720 Permit No.: BUP 2008 -00314 City of Tigard fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Owner: Costco #111 Portland, OR 97211 Engineer: ph 503.281.7515 g fax 503.281.7579 Architect: Contractor: Key Mechanical Page: 11 - Date: February 27, 2009 Weather: Clear Inspection: Reinforced Concrete Samples: (1) set of (4) 4x8" cylinders MTE inspector arrived on site as requested to provide a reinforced concrete inspection for the freezer slab on grade. Resteel for slab was inspected and found to be in place per approved plans and specifications. Approximately 42 '/2" cubic yards of Glacier Mix #1750 was placed by line pump and mechanically consolidated. Sampled the concrete for temperature, slump and air content and cast one set of cylinders for compressive strength verification. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Cliff Zenger OBOA # 909 MD/ REVIEWED BY: - . / Al ark A. Ga.usha, P.E. c: Bill Zorne- ey Mechanical Building Official —City of Tigard , A,,yrEs TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 fax 253.584.3707 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Suite 190 Owner: Costco #111 Portland, OR 97211 ph 503.281.7515 Engineer: fax 503.281.7579 Architect: _ Contractor: Key Mechanical Page: 10 Date: February 25, 2009 Weather: Inspection: Samples: MTE inspector arrived on site to observe the installation of #4 slab dowels at 18" on center with 4'/2" embedment for freezer slab at lines J.1/8 -9, G.3/8 -9, 8/J.1 -G.3 per A- 1/S1. Dowels were installed using Hilti HY 150 epoxy, lot #125004L2, expiration 5/09, ICC ESR #5193. Holes were observed to be brushed and blown prior to installation. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Doug Strobehn OBOA # 872 • REVIEWED BY: / �� ark A. G. usha, P.E. c: Bill Zornes — ey Mechan cal Building • ial —City of Tigard MAYES p ®� ®� INC ortland TESTING ENGINEERS, 9A ® 7911 NE 33rd Drive Suite 190 Portland OR 97211 ph 503.281.7515 CONCRETE LABORATORY TEST REPORT fax 503.281.7579 Project Name: Costco- Tigard #111 Racking Installation Project No: P08227 Site Address: 7850 SW Dartmouth Issued on: 02/25/09 Tigard, OR Sample Set ID: 11033 Client: Key Mechanical Co of WA Permit # (s): BUP 2008 -00314 Original: MI Engineer: Revised: Contractor: Key Mechanical Co of WA FIELD DATA ASTM C31 and C172 Air Temperature: 35 °F Actual I Mix Proportions: Weather: Overcast Product: Concrete ingredient Weight (per cu.yd) Supplier: Glacier Northwest A/E Admix 1.6 oz Ticket Number : 209038 Cement - -Type I & II 631.6 Ibs MixDesign ID : 1750 Coarse Aggregate 1" 1,853.9 Ibs Fine Aggregate 1,195.3 Ibs amp e emp. nitia torage Temp. ntralne• ' it PolyHeed 997 73.1 oz (ASTM C1064) (ASTM C31) (ASTM C231) Water 194.4 Ibs 68 °F NR 4.5% ater ement - atlo: ump A TM ample s - ec'd: 0.308 5.5" 02/19/09 Required Strength (fc): Placement Location and Notes: j 4000 psi @ 28 days Slab on grade at 9- 11/J -H.5. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Type of Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Fracture 02/18/09 0002 1701 02/25/09 7 4 x 8 65420 4.00 12.57 1 [ 5210 Type 3 02/18/09 0002 1702 03/18/09 28 4 x 8 0.00 0.00 NA 02/18/09 0002 1703 03/18/09 28 I 4 x 8 0.00 0.00 NA 02/18/09 0002 1704 03/18/09 28 4 x 8 0.00 0.00 Remarks: Technician(s): Strobehn, Jr, D. Reviewed by: � , Tested by: Zenger Jr, C. ar A. Galu: a, P.E. :ranch Mane:er NOTES Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, for full description of Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev 3.07/19/07 MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar valley Road Suite 110 »..� ._. _ _•, f _ .... - Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Ti ard, OR fa 253.584 g fax 253.584..370 370 7 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 Owner: Costco #111 fax 503 281.7579 Engineer: Architect: Contractor: Key Mechanical Page: 3 Date: January 10, 2009 Weather: Indoors Inspection: Adhesive Anchors Samples: none MTE inspector arrived on site as requested to provide special inspection during the adhesive anchoring of #5 vertical and horizontal dowels at 24" on center for CMU door infill. Verified drill bit diameter and embedment depth. Holes were cleaned by compressed air and wire brush. Adhesive used was Hilti HIT HY150, ICC ESR 5193, lot #110818L2, expiration 3/09. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: R.J. Lamberth OBOA # 417 REVIEWED BY: ark A. al J sha, P.E. c: Bill Zorne- — ey Mechanic. ` Building 1 ial —City of Tigard • MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Sure 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 fax 253.584.3707 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Owner: Costco #111 Suite 190 Engineer: Portland, OR 97211 Architect: 550033..228811..77551759 Contractor: Key Mechanical Page: 2 Date: January 9, 2009 Weather: Indoors Inspection: Adhesive Anchors Samples: none MTE inspector arrived on site as requested to provide special inspection during the adhesive anchoring of #4 slab dowels at plumbing trench slab repair along grid line J.5/7 -11. Verified drill bit diameter and embedment depth. Holes were cleaned by compressed air and wire brush. Adhesive used was Hilti HIT HY150, ICC ESR 5193, lot #110618L2, expiration 3/09, and reference detail 3/A5.01.5. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: R.J. Lamberth ei OBOA # 417 REVIEWED BY: Mark A. G- lu - ha, P.E. c: Bill Zorn:s Key Mechanical Building official —City of Tigard MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road "s Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office MTE No: P08227 10029 S. Tacoma Way Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 fax 253.584.3707 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Suite 190 Owner: Costco #111 Portland, OR 97211 ph 503.281.7515 Engineer: fax 503.281.7579 Architect: Contractor: Key Mechanical Page: 9 Date: February 18, 2009 Weather: Indoor Inspection: Reinforced. Concrete Samples: (1) set of (4) 4x8" cylinders MTE inspector arrived on site to observe the placement of reinforcing steel and concrete for slab on grade at grids 9- 11 /G -J. Reinforcing steel was found placed per project documents prior to the placement of 30 cubic yards of Glacier Mix #1750 4000psi concrete. Concrete was placed by mechanical pump and consolidated by vibration in thickened areas. Concrete was tested and one set of cylinders was cast for strength verification. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Doug Strobehn OBOA # 872 REVIEWED BY: 44 4‘00 _ irk A. c alusha, P.E. c: Bill Zorne- — ey Mec = ical Building 0 - Icial —City of Tigard MAYE$ TESTINGENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road s: xf Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office MTE No: P08227 10029 S. Tacoma Way Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 Permit No.: BUP 2008 -00314 City of Tigard fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Costco #111 ph 503.281.7515 fax 503.281.7579 Engineer: Architect: Contractor: Key Mechanical Page: 8 Date: February 17, 2009 Weather: Indoors Inspection: Adhesive Anchor, Soil Density Samples: none MTE inspector arrived on site to observe the installation of #4 slab dowels at 18" on center with 4 W' embedment for freezer slab at girds 11 /J -G, G/9 -11 and J/9 -11. Dowels were installed using Hilti HY150 epoxy, lot #124904L2, ICC ESR 5193. Observed the holes cleaned prior to installation. MTE inspector also performed in place density testing on clay brown sand with cobbles placed at freezer subgrade. A total of three tests were performed and all met or exceeded the required 95% compaction requirements of maximum dry density proctor (MTE Lab #1600) of 128.7 pcf at 11.8% optimum moisture. See attached MTE Field Density Test Report for approximate location and test results. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Doug Strobehn OBOA # 872 REVIEWED BY: /�'! a A. at ha, P.E. c: Bill Zorn._ — Ke echanical Building oft'. —City of Tigard Page 1 of 1 MAYES TESTING ENGINEERS, INC 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Project No.: P08227 Date: 2/17/2009 Lynnwood, WA 98036 Fax 425.745.1737 Soil Project: Costco #111 - Tigard 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 FIELD DENSITY TEST REPORT Inspector: Doug Strobehn 7911 NE 33 Drive, Suite 190 Ph 503.281.7515 ASTM D 2922 / D 3017 Portland, OR 97211 Fax 503.281.7579 MTE Nuclear Gauge No.: 5 Depth or Backscatter/ Lab Field Test # Location Elevation Direct Max Dry Type Description • Density OMC % Wet Density Dry Density Moisture Compaction p (feet) Transmission ty (PCF) (PCF) (PCF) Content % % 1 freezer subgrade at 9.5/H.5 TBR DT 128.7 11.8 129.7 125.5 3.3 95 clay brown sand w /cobbles 2 freezer subgrade at 9.5/H TBR DT 128.7 11.8 137.9 126.4 9.0 98 clay brown sand w /cobbles 3 freezer subgrade at 9.5/J.5 TBR DT 128.7 11.8 136.5 124.4 9.7 97 clay brown sand w /cobbles Specification Compaction and Material : 95% El In our opinion, fill generally meets specifications as indicated by test numbers: • ASTM D 1557 (Modified Proctor) 1 to 3 ❑ ASTM D 698 (Standard Proctor) ❑ In our opinion, fill does not meet specifications as indicated by test numbers: Type and Number of earth moving units: Type and Number of Compaction units: ❑ Fill test meets compaction specifications 12 Contractor Advised Number of Passes: Thickness of lift: ❑ Full -time observation El Part-time observation Method of Adding Moisture: QC Sample: Test No.: Dry Density: Moisture %: Comments: MTE Lab #1600 MTE 1400 -2C, Rev 1, 5/31/07 MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar valley Road "�.i? 4 ! #:; 1 c :v ?rr : at 4 s°7t3 �� C r_,�k _ Suite 11() Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office MTE No: P08227 10029 S. Tacoma Way Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 Permit No.: BUP 2008 -00314 City of Tigard fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Owner: Costco #111 Portland, OR 97211 ph 503.281.7515 Engineer: fax 503.281.7579 Architect: Contractor: Key Mechanical Page: 7 Date: February 13, 2009 Weather: Overcast Inspection: Adhesive Anchors Samples: none MTE inspector arrived on site as requested to provide observation of epoxy anchor installation for columns at grids 9,J & 9, H per detail B1 /S1. The contractor drilled 8" holes, (4) for each column, with 1 -1/8" bit to a depth of 10 ". The contractor used 1" all thread anchors and sufficient amounts of Hilti HY 150 epoxy, lot #125104L2, expiration S /09. All holes were cleaned using the blow, brush and blow method. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Cliff Zenger OBOA # 909 / REVIEWED BY: 0> ark A. Gal s a, P.E. c: Bill Zome . — y Mechanical Building a al —City of Tigard • • MAYES TESTING ENGINEERS, INC. Lynnwood Office f 20225 Cedar Valley Road , lf %•+, :114 ,:43,::gfLFTNC":47-2C4OUV.ra � r Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 Address: 7850 SW Dartmouth, Tigard, OR ph 253.584.3720 Permit No.: BUP 2008 -00314 City of Tigard fax 253.584.3707 Portland Office 7911 NE 33rd Drive Owner: Costco #111 Suite 190 Engineer: Portland, OR 97211 ph 503.281.7515 Architect: fax 503.281.7579 Contractor: Key Mechanical Page: 6 Date: February 10, 2009 Weather: Indoors Inspection: Reinforced Concrete Samples: (1) set of (3) 4x8" and (3) 6x12" cylinders MTE inspector arrived on site to observe the placement of reinforcing steel and concrete at column footings at grid 9/ J & H per B -1/S1. Reinforcing steel was placed per project documents prior to the placement of 10 cubic yards of Glacier Mix #1750, 4000psi concrete. Concrete was placed by mechanical pump and consolidated by vibration. Concrete was tested and compressive strength cylinders were cast. At the request of the contractor, two extra cylinders were cast. Footing subgrade was observed to be native brown silty clay. 1 -'/z hours of standby for concrete to arrive. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Doug Strobehn OBOA # 872 REVIEWED BY: / ark A. • . sha, P.E. c: Bill Zorne•. — ey Mechanical Building • icial —City of Tigard • t MAYES TESTING ENGINEERS, INC. Lynnwood Office f 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E -2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 0ss ph 253.584.372720 Address: 7850 SW Dartmouth, Tigard, OR fax 253.584.3707 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Suite 190 Portland, 0 .2 1. 97211 Owner: Costco #111 ph 503.281.7515 Engineer: fax 503.281.7579 Architect: Contractor: Key Mechanical Page: - - -- 4 Date: January 16, 2009 Weather: Indoors Inspection: Expansion Anchors Samples: none MTE inspector arrived on site to observe the installation of /2" x 5'h" Hilti KBTZ expansion anchors at the north, east and south storage racks /shelving inside new POS cooler at G -J/17. The contractor drilled' /z" x 5" deep holes into normal weight concrete slab ((2) inside holes each column base) and were clean before installing the expansion anchors. After pounding the anchors in, each bolt was torqued to 40 ft -Ibs per manufacturer's instruction. A total of 80 expansion anchors were installed per ICC ESR 1917. PRELIMINARY MTE did not have access to city - approved plans and could not verify the anchor size, embed depth and bolt pattern to secure the storage racks. INSPECTOR: Cesar Benedicto OBOA # 123 REVIEWED BY: 4 4, ark A. c usha, P.E. c: Bill Zorne. — ey Mechanical Building O' icial —City of Tigard , . „ . AYES TESTING ENGINEERS INC. Lynnwood Office ENGINEERS, 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way MTE No: P08227 Suite E-2 Project: Costco- Tigard #111 Racking Installation Tacoma, WA 98499 ph Address: 7850 SW Dartmouth, Tigard, OR fax 253 5 84 3 7 0 Permit No.: BUP 2008 -00314 City of Tigard Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 Owner: Costco #111 fax 503.281.7579 Engineer: Architect: Contractor: - Key Mechanical Page: 5 Date: January 16, 2009 Weather: Indoors Inspection: Adhesive Anchors Samples: none MTE inspector arrived on site as requested to provide special inspection during the adhesive anchoring of #4 slab dowels at plumbing trench slab repair at grid line 9.5 /K -J. Verified drill bit diameter and embedment depth. Holes were cleaned by wire brush and compressed air. Adhesive used was Hilti HIT HY 150, ICC ESR 5193, lot #110918L2, expiration 3/09, and reference detail 3/A5.01.5. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: R.J. Lamberth OBOA #417 REVIEWED BY: Mark A. al sha, P.E. c: Bill Zorne ey Mechanical Building Official —City of Tigard