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HomeMy WebLinkAboutPermit D06-337 - Wig Properties - East Building - Slabs and FootingsWIG PROPERTIES E BUILDING 17200 SOUTHCENTER PY D06 -337 Parcel No.: 2623049081 Permit Number: D06 -337 Address: 17200 SOUTHCENTER PY TUKW Issue Date: 10/11/2006 Suite No: Permit Expires On: 04/09/2007 Tenant: Name: WIG PROPERTIES Address: , Owner: Name: J C PENNEY CO INC #9509.1 Address: PROP TAX OFFICE, PO BOX 10001, DALLAS TX 75301 Phone: Contact Person: Name: LESHYA WIG Address: 4811 134 PL SE, BELLEVUE WA, 98006 Phone: 425 957 -4774 Contractor: Name: WIG PROPERTIES LLC-SS Address: 4811 134TH PL SE, BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DESCRIPTION OF WORK: POUR EAST BUILDING SLABS (- 50,000 SF) ON GRADE ONLY AND DO INTERIOR PAD FOOTINGS. BUILDING 'E2' AND 'E3' ONLY. Value of Construction: $90,000.00 Type of Fire Protection: Type of Construction: doe: IBC - PERMIT PERMIT CENTER DEVELOPMENT PERMIT * *continued on next page ** Expiration Date: DE. • ,. -NT TUKWILA, WA £Q IUJ Fees Collected: $1,894.05 International Building Code Edition: 2003 Occupancy per IBC: D06-337 Printed: 10 -11 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Permit Center Authorized Signature: Signature: doc: IBC - PERMIT PERMIT CENTER N N Water Main Extension: Water Meter: N The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Print Name: ) This permit shall become null and void if the work Is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: CI"YO- TIC ..,A OUT ("7 : _ ::. , `. 63,J E. J; l :.;..! 1 LLVD. TUi:Vvi A, VIA 9U788 Permit Number: DO6 -337 Issue Date: 10/11/2006 Permit Expires On: 04/09/2007 Date: /d 4 (d Date: /124/ 7.0 b D06 -337 Printed: 10-11 -2006 City end Tukwila Parcel No.: 2623049081 Address: 17200 SOUTHCENTER PY TUKW Suite No: Tenant: WIG PROPERTIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Conditions Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -337 Status: ISSUED Applied Date: 09/11/2006 Issue Date: 10/11/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: : A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All plumbing and gas piping work shall be Inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 006 -337 Printed: 10-11 -2006 City &t Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ft-4 /e4 C3 Date: / /l6 doc: Conditions D06 -337 Printed: 10-11-2006 -t King Co Assessor's Tax No.: ? A — $ I.b I Site Address: l So l.tcAs See pc- c u Suite Number: Floor: Tenant Name: v New Tenant: 0 .... Yes 0..No Property Owners Name: Wig et (erkies LLC --SS Mailing Address: Name: Lac lf Q _ `t a Day Telephone: (924) r 1S % -4 All Mailing Address: Sear c-1/4.s A.Lo1e E -Mail Address: \CA 9 e ewi ! ro of rrkies - tgra+n GENERAL CONTRACTOR INFORMATION - „ (Contractor r Information 'for Mee hanieal fpg'4) for' Pluaibieg And Gas Piping (pg5 )) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: €;AMCmtECT,Qt CORD -All plans must be wet stamped by Architect of Recard Company Name: Mailing Address: CITY OF TUKWILA Community Developmen * Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Stec Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print" �Il City State Zip CLS o uanei TceVco■;- Contact Person: Petf-l t C ta( ts E -Mail Address: \'"'t1A Sn" ' Assoc\ &cs Q: ApplieationeVenne- Applicuion On LIne'34006 - Permit Appliation.doe Revised: 44006 ah Building Pet' Vo> My cbanieat`Perniit! Plui tbingt4 as Penn' Public,'Works Perm Project No, City State Zip Fax Number: 92-5 /F 5 -8 State City Day Telephone: Fax Number: Expiration Date: State Zip Zip City Day Telephone: Fax Number: ENGINEER OF- RECORD - ,Mt plans must be we stamped by Engineer of Record_ Company Name: Mailing Address: 1 , City State Zip Contact Person: ( \C' CS Lt cS S 0". Day Telephone: 2-v / 3 2_4 - J (n E -Mail Address: Fax Number: 2 cc-' / 329 - 4.7-4 Page 1 of 6 Valuation of Project (contractor's bid price): $ q D , O0O Scope of Work (please provide detailed information): Existing Building Valuation: $ • O J r <a.r. n ( .4 d \n-pp.C'iOC -e oolt 2 caz Will there be new rack storage? ❑ ..Yes ❑ .. No (If yes, a separate permit and plan submittal will be required) Provide All B"dllding Areas-irt Square Footage Below_ lu Floor 2O0 Floor 3ro Floor Floors Basement Accessory Structure* Attached Garage.:: Detached Range Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Stnictiire" Type1 Construction TYPe Occupancy per PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over I S inches and overhangs greater than IS inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -la x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: El On - site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Upplicatio,Wonns- Application On LineV3006 - Permit Applica,ion.doc Revised: 1 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food-waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND. GAS PIPING - 12RMIT INFORMATION Mi PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E-Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): $ Scope of Work @lease provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: QAApplicatiotuTorms-Applicalions On LineU-2006 - Permit Application.doc Revised: 4-2006 bh Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbina Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 UTHORIZED AGENT: Signature: , Print Name: L CS L i Q 1 J x 3 Mailing Address: S c_ Ack ctenn I Date Application Accepted: 1�1 1 UUb(, Q:tApplicuionn\Fonns- Applications On Line\3 -2006 - Penh Applicntion.doc Revised: 4-2006 bh City Date: 9 /1.I �l'J� Day Telephone: Y ZS/ 95 " 4 RR y state Zip Date Application Expires: oil I -d Staff Initials: Page 6 of 6 i Parcel No.: 0040000930 Address: 4037 S 146 ST TURIN Suite No: Applicant: ROYCE RESIDENCE Receipt No.: R07 -01453 Payee: REALITY HOMES ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htip://www.ci.tukwila. wa. us RECEIPT Initials: SB Payment Date: 07/20/2007 04:51 PM User ID: 1670 Balance: $0.00 TRANSACTION LIST: - - _ - Type Method Description Amount Payment Check 15804 58.00 Account Code Current Pmts 000/322.800 58.00 Total: $58.00 Permit Number: D06 - 334 Status: ISSUED Applied Date: 09/07/2006 Issue Date: 01/24/2007 Payment Amount: $58.00 0582 07/23 9710 TOTAL 58.00 doc: Receiot -06 Printed: 07 -20 -2007 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049081 Permit Number: DO6 -337 Address: 17200 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 09/11/2006 Applicant: WIG PROPERTIES Issue Date: Receipt No.: R06-01607 Payment Amount: 1,149.68 Initials: JEM Payment Date: 10/11/2006 09:19 AM User ID: 1165 Balance: $0.00 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description Current Pmts Payment Check 1429 1,149.68 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 1,145.18 000/386.904 4.50 Total: 1,149.68 0 1 0111 9716 TOTRL- 1149 -68 doc: Receipt Printed: 10-11 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049081 Permit Number: D06 -337 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/11/2006 Applicant: WIG PROP, FOUNDATION ONLY, BLGD E Issue Date: Receipt No.: R06 -01415 Payment Amount: 744.37 Initials: JEM Payment Date: 09/11/2006 12:45 PM User ID: 1165 Balance: $1,149.68 Payee: LESHYA CONYERS WIG TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 1126 744.37 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES Account Code 000/345.830 744.37 Total: 744.37 9532 09/11 9716 TOTAL 744.37 doc: Receipt Printed: 09-11 -2006 Project: �.(> Type of Inspection: /.----4-7,-/ 'I Q Address: .J J Date Called: Special Instructi : I / � - / O f V/f W / lOin4 Date Wanted: m a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit jl INSPECT I•^'O. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 COMMENTS: 0 %- 7; jc /J-r/ 4_14, /r,ti 4' >i /e ,oil 4 Approved per applicable codes. 0;58.00 REINSPECTION Fes REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ,Receipt No.: {Date: Corrections required prior to approval. 4.4. •,p.av3. _A.• 4 • ,.. .ti...nr:4 . . . - Project: Sowthcentelr ScpAre Type of Inspecti t e s—Cj77 Q.a Interior a umv>, footlnq Address: AGtr pi; Date Called Ot J O Special Instructions: Date Wanted: (m. Io 12 r Requester: M1 Ke Phone No: 501.. q53-2.6.3 I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION D0643 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,7 (206)431 -367 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S/ t' n $58. REINSPECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: August 15, 2007 City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Project: Southcenter Square Building S Permit Number(s): D06 -337, D06 -416 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Reinforced masonry 4. Structural steel erection to include welding and high strength bolts 5. Epoxy grouting 6. Anchor boll installation 7. Lateral framing 8. Grout under panels/columns Sincerely, OTTO ROSENAU & ASSOCIATES, INC. SUS IZcxncw — rl' e..�- Susan Rosenau -Moser Vice President Email c: Wig Properties Attn: Mike Weflen OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED "AUG X17 2007 D 05/29/2007 14:52 Geoteehnica( Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number. 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Supplier: Mix Number. Slump Spec: W/C Ratio Spec: Air Spec Total Yards: Placed Via: Placement Data Mies 02550 4 " "5" 0.450 N/A 95 Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Tie ASTMC172,C31 Made Cast Samples: 1-4 8 :15 am Specimen Test Field Number Date Cure 1 .... 327/07 2 4/17/07 3 4/17 /07 4" 4117 /07 •. Discarded Tested in general accordance to: ASTMC39 [ii ASTMC617 f 1 Copies to: n Client Architect F]► Engineer 2067232221 Report Number. RC33793 Cubic Yards 31.00 Design ga Cement (Ibs/type): Fine Agg. (Its): Coarse Agg. gbc/size): Coarse Agg. (lbs/size): Coarse Agg. (Ibs/size): Fly Ash (Ibs): Water (Ws or gal): Admixtures (specify): Water Slump Alr % Added C 143 C 231 20 gal. 6" N/A OTTO ROSENAU OTTO ROSENAU & ASSOCIATES, INC. Weather. Inside Slump Range: Date Samples Picked Up: 3/21/2007 Initial Curing Method: sung ASTM 031.12,14 Comments Permit Number: Bldg E- 008 -337 Client Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/20/2007 Description/LOG:die : Closure strip building "E" line "B" at lines 01 to 03 and 01.5 to *1 on "B" and "C" to "D" on lines *3. plans. Resteel Verified: Yes 3/20/2007 by Ross Bogle Grads: 60 Mfg: Nucor Actual 0 Batch Wetghts/Cubic. Yard. 517# 14800 18800 7/8" 2820 50 at CALCIUM. 31 oa. POLYHEED 997 ASTMC1231 [�]/ Cone.Temp Ambient C 1064 Temp 68 °F 43 °F Air % Range: Initial Curing Temp: COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load Strength (pays) (in.) (Sq.ln.) (Lbs.) (Lbs.) (Psi) 7 6 x 12 28.04 29.18 129,270 4610 28 6 x 12 28.11 29.08 162,370 5780 28 8 x 12 28.11 29.26 157,950 5620 28 8x12 28.11 0 0 0 PAGE 02/05 6j 4 Slag (Ibs): Fracture Type (other than cone) Reber as per Truck . Ticket No. No. 78 182865 Rldudng AST)/ 031.10.1,2 REINFORCING I PLACEMENT: Conforms ?1 Does Not Conform U WI Contractor .fl Building Dept Technical Responsibility:_ MI Batch Plant Davi Lyal, Technical i clot ,yyy This report applies only to the Items lasted or reported and is the exclusive property of Otto Rosensu & Associates, Inc. Reproduction of this report except in full, without written permission from our fnn is strictly prohlbhed. 6747 M.L King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1.888.OTTOi-US - Fax (206) 723 Form No.: AOMIN -62-03 (Rev 01/06) Page 1 of 1 05/29/2007 14:52 2067232221 OTTO ROSENAU OTTO ROSENAU & ASSOCIATES, INC. R O gAti„ Geotechntcat Engineeringg, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC33246 Job Number. 06-683 Project: Address: Inspector: Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec Total Yards: Placed Via: Consolidated: Southcenter Square 17200 Southcenter Parkway, Tukwila Ross Bogle Rested Verified: Yes 3122/2007 by Ross Bogle Placement Data Miles 02550 4 "-5" 0.450 N/A 74 Chute No Required Strength (psi): 3000 Sampling and Testing Data T ime ASTM C 172, C 31 Made Cast Samples: 1.4 8:15 am Weather. Inside Date Samples Picked Up: 3/23/2007 Admixtures: 0.50 oz. Calcium Specimen Test Field Number Date Cure 1 3/29/07 2 4119/07 3 4/19/07 4• 4/19/07 Design I Cement (lbs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Fly Ash Qbs): Water (lbs or gal): Admixtures (specify): Cubic Water Slump Yards Added C 143 20.00 15 gal. 5 1/2" Grade: Age Size Area Weight Max Load (Days) On.) (Sq.ln.) (Lbs.) (Lbs.) 7 6 x 12 28.02 29.04 130.130 28 6 x 12 27.99 29.25 156,110 28 6 x 12 27.99 28.96 163.910 28 6x12 27.99 0 0 Permit Number. Bldg E•D06.337 • - Dtcaroed Tested in general accordance to: ASTMC39 ASTMC617 El ASTMC1231 (� Copies to: El Client Contractor Architect R Building Dept Technical Responsibility: _- 0 Engineer L Batch Plant Client: Wig Properties LLC - SS Address: 4811 134th Place SE. Bellevue Date: 3/22/2007 Description/Location: Closure slab building "E" line #7 from line "D" to "G" and #4 to #7 on line "G". Reber as per plans. 60 Mfg: Nucor Actual [] Batch WeIghts/Cubic Yard 517# 1480# 1860# 7/8" 262# 31 at POLYHEED 997 Alr% Conc.Temp Ambient C 231 C 1084 Temp N/A 68•F 46 °F Air % Range: Initial Curing Temp: Slump Range: Initial Curing Method: °a% ASTM C31.12.1.5 EniuIbp ASfM CaIID.1.2 Comments REINFORCING / PLACEMENT: Conforms 0 Does Not Conform n COMPRESSIVE TEST RESULTS Strength Fracture Type (psi) (other than cone) 4640 5580 5860 0 Slag (Ibs): • Truck Ticket No. No. 048 182510 avid lyal, Technical Directo This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report except in full, without written permission from our firm is attic* Prohbitad. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254800 or 1 - 888 01TO4 - • Fax (206) 723 - 2221 Form No.: ADMIN•62 - 03 (Rev 01/06) PAGE 03/05 Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60695 Description: Wedge Anchor Installation Does not conform CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer RECEIVED MAY 21 2001i DEVELOPMEN Project Southcenter Square Permit Number. D06 -337 Bldg E Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Anived on site to Inspect the wedge anchors for the new canopies on the east elevation. Wedge 5/1/2007 anchors were %" Red Head Trubolts. Anchors were installed with a minimum of 5" except at the south man door, 2 bolts 1 in each upper plate have 2" -3" embedment due to reinforcing steel. Using a calibrated torque wrench the contactor torqued the bolts to 90 ft/lbs. Anchor bolts were installed as per approved plans and manufacturer's directions with above noted exceptions. David Lyal, Technical Director This report applies only to the Kerns tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 60696 Description: Structural Steel Erection, Epoxy Grouting (Rebar) Project Southcenter Square Permit Number. D06 -416 Bldg S Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to visually inspect the welds and the high strength bolts at the tower. Welds were 5/1/2007 performed by Mory R. Grigg, WABO# W05702 with an expiration date of 4/1/2008. Welds were made by the SMAW process. Bolts were A325 grade N lejeune type with all the splines torqued off. Bolts and welds were as per approved plans and AWS D1.1. Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Also while on site I witnessed the installation of the epoxy dowels for the masonry walls on the east elevation. Dowels were #5 bar embedded 6' using Hilti Hy -150 with an expiration date of 11/2007. Dowels were installed as per approved plans and manufacturer's directions. Conforms X Contractor X Building Dept. Technical Responsibility: avid Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L ling Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60697 Description: Structural Steel Erection, Epoxy Grouting (Rebar) Project Southcenter Square Permit Number. 006 -457 Bldg N Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC —SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to visually inspect the welds and the high strength bolts at the radius wall. Welds 5/1/2007 were performed by Mory R. Grigg, WABO# W05702 with an expiration date of 4/1/2008. Welds were made by the SMAW process. Bolts were A325 grade N lejeune type with all the splines torqued off. Bolts and welds were as per approved plans and AWS D1.1. Conforms Also while on site I witnessed the installation of the epoxy dowels for the masonry walls on the east elevation. Dowels were #5 bar embedded 6° using Hilti Hy -150 with an expiration date of 11/2007. Dowels were installed as per approved plans and Manufacturer directions. Conforms Also while on site I inspected the light gauge framing for the high roof walls. Framing was as per approved plans. Conforms CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 8747 M.L. Zang Way S., Seattle, Washington 98118 - Phone (208) 725 or 1- 888 - 0170 -4-US - Fax (206) 723 -2221 Form No.: ADM!N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project Address: Date: Type of Inspection: Periodic EI Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blocks Grout Mortar: Weather & Mean Daily Temp: Overcast and light rain Date Samples Picked Up: No Samples Made Other Test Methods / Standards Used: Specimen Test No.lfvoe Date Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Architect X Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila 5/2/2007 X Contractor X Building Dept. X Batch Plant MASONRY REPORT 06-683 Report Number: 60699 N/A Constructed By (mason): Block/Unit Supplier. Number of Sample Samples Size Client Wig Properties LLC - SS Address: 4811 134 Place SE, Bellevue Inspector. Isaac Ruoff Description / Location Continuous ❑ North and South building CMU walls on the west elevation first lift. Yes Date: 522007 Positioners in Place: 60 Manufacturer. Nucor and Cascade Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 704100 Grout Supplier. Cadman Grout Preparer. 68 °F Grout Slump: 8° Method of Consolidation: 658# cement 2035# sand, 856# 3/8° aggregate, 405# water Mortar Information (ASTM C270 / ASTM C780) N/A Mortar Supplier. Mortar Preparer. Mortar ingredients: Prism Information (ASTM C 140 /ASTM C 1314) (excluding paragraph 5.11) Comments Technical Responsibility: Page 1 of 1 Mutual BlocVUnit Type: Specified Ambient Truck Strength (psi) Temp No. Protection Methods: Permit Number: D06 -416 S, D06 -457 N Cadman Vibrator Plastic David Lyal, Technical Director 6747 M.L. Zing Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4-US - Fax (206) 723 -2221 Ticket No. REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Age Size Area Max Load Strength Tested in general (Days) f� (Sa.tn.) Weight (Al fp_gl accordance with ASTM C 39 ASTM C 109 ASTM C 1019 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project Address: Date: Type of Inspection: Periodic 121 Continuous ❑ Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blocks Grout Mortar. Weather & Mean Daily Temp: Overcast and fight rain Date Samples Picked Up: No Samples Made Other Test Methods / Standards Used: Specimen Test No./Tyoe Date 06-683 Report Number: 60700 Permit Number: Southcenter Square 17200 Southcenter Parkway, Tukwila 5/3/2007 Yes Date: 5/3/2007 Positiomers in Place: 60 Manufacturer. Nucor and Cascade Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 704100 Grout Supplier: Cadman Grout Preparer. 68 °F Grout Slump: 8' Method of Consolidation: 658# type VII cement, 2035# sand, 856# 3/8' aggregate, 405# water Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier: Number of Sample Samples Size Age Size Area (Dayst 1Sq.tn.1 Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant MASONRY REPORT Client. Address: Inspector. Description / Location South building CMU walls on the west elevation second lift. Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibility This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 Mutual Block/Unit Type: Specified Ambient Strength (psi) Temp 50 °F Protection Methods: Wig Properties LLC - SS 4811 134 Place SE, Bellevue Isaac Ruoff Cadman Vibrator Plastic Truck No. 239 D06 -416 Max Load Strength Tested in general Weight !b. (psi) accordance with ASTM C 39 ASTM C 109 ASTM C 1019 David Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888-OTTO-4-US - Fax (206) 723 -2221 Ticket No. 719287 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. Project Address: Date: Type of Inspection: Periodic El Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Southcenter Square 17200 Southcenter Parkway, Tukwila 5/3/2007 Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blocks Grout Mortar. Weather & Mean Daily Temp: Overcast and light rain Date Samples Picked Up: No Samples Made Other Test Methods / Standards Used: Specimen Test No./Tvpe Date Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant MASONRY REPORT 06 -683 Report Number. 60703 Permit Number. Client Address: Inspector. Description l Location Wig Properties LLC -SS 4811 134 Place SE, Bellevue Isaac Ruoff Continuous ❑ South building CMU walls on the west elevation third lift. Yes Date: 5/3/2007 Positioners in Place: 60 Manufacturer. Nucor and Cascade Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 704100 Grout Supplier. Cadman Grout Preparer. 68 °F Grout Slump: 8' Method of Consolidation: 658# cement, 2035# sand, 856# 3/8" aggregate, 405# water Mortar Information (ASTM C270 / ASTM C780) N/A Mortar Supplier. Mortar Preparer. Mortar ingredients: Prism Information (ASTM C 1401 ASTM C 1314) (excluding paragraph 5.11) N/A Constructed By (mason): Block/Unit Supplier. Number of Sample Samples Size Comments Page 1 of 1 Mutual Block/Unit Type: Specified Ambient Strength (psi) Temp Protection Methods: Plastic REINFORCING / PLACEMENT: Conforms GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibility: Cadman Vibrator Truck No. David Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-0170-4-US - Fax (206) 723-2221 D06-416 Ticket No. X Does Not Conform Age Size Area Max Load Strength Tested in general Maya} ( I� (Sa.ln.) Weight /I� /psi i accordance with ASTM C 39 ASTM C 109 ASTM C 1019 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project Address: Date: Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: S Mortar temp: N/A Date Constructed: Date Grouted: Specimen Test No./Type Date Copies to: Owner X Architect X Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila 5/42007 Type of Inspection: Periodic Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blocks Grout Mortar. Yes Date: 5/42007 Positioners in Place: 60 Manufacturer. Nucor and Cascade Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 704100 Grout Supplier. Cadman Grout Preparer. Batch Plant 60 °F Grout Slump: Flowable Method of Consolidation: Vibrator 70/30, 3/8 ", 7 Sack Weather & Mean Daily Temp: Overcast to mid 50's ssw5 -20 Date Samples Picked Up: No Samples Made Other Test Methods / Standards Used: Avg. Compressive Strength of Grout Specimens (psi): Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier. Spec Mix Mortar Preparer. Mortar ingredients: Pre - proportioned bags of 'PCL Sand- Pc1-03' type s, masonry mortar Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier. Mutual Block/Unit Type: Number of Sample Specified Ambient Truck Samples Size Strength (psi) Temp No. Not Required At This time 2000 X Contractor X Building Dept. X Batch Plant Continuous ❑ MASONRY REPORT Report Number. 65992 Client Address: Inspector. Description / Location Building 5: CMU walls from E to F at 1 line, B.7 to C at 1 line. Comments 1800 Protection Methods: N/A REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibil Page 1 of 1 Permit Number. Wig Properties LLC - SS 4811 134 Place SE, Bellevue Jeff Rabe David Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4800 or 1-888-OTTO-4-US - Fax (206) 723-2221 D06 -416 Ticket No. 54 253 726083 Age Size Area Max Load Strength Tested in general law f lj fSq.ln.I Weight fly f2si ) accordance with ASTM C 39 ASTM C 109 ASTM C 1019 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description/Location: Inspected concrete placement for tie beam along west and south side of Building 5, as well as closure strip at north west corner of Building S as well as closure strip at entrance to Building E. Resteel Verified: Yes 4/13/2007 by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Design ® Actual ❑ Batch Weights/Cubic Yard Supplier: Miles Cement (Ibs/type): 517# Mix Number: 0255A Fine Agg. (Ibs): 1390# Slump Spec: 4" Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (Ibs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 18 Fly Ash (Ibs): Placed Via: Tailgate Water (Ibs or gal): 247 Consolidated: Yes Admixtures (specify): 3 oz. MBAE 90, 16 oz. POLYHEED 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:30 am 11.00 10 gal. 41/2" N/A 68 °F 48 °F 134 183597 Weather. Overcast Date Samples Picked Up: CONCRETE REPORT Report Number: RC58348 Permit Number: D06 -337 Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/13/2007 Air % Range: Slump Range 4/16/2007 Initial Curing Method: exwdiro ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31 -10 Comments REINFORCING I PLACEMENT: Conforms 0 Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 4/20/07 7 6 x 12 28.12 28 102,440 3640 2 5/11/07 28 6 x 12 28.29 28.1 137,580 4860 3 5/11 /07 28 6 x 12 2829 28.17 139,760 4940 4* 5/11/07 28 6 x 12 2829 0 0 0 • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client © Architect © Engineer ® Contractor 0 Building Dept ® Batch Plant Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address' 17200 Southcenter Parkway, Tukwila Inspector: Isaac Ruoff, Zack Ring CONCRETE REPORT Report Number: RC60687 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/27/2007 Description /Location: Inspected concrete for Building S closure strip at the mechanical room and Building N tie beams at panels 1, 2, and 3. Resteel Verified: Yes Grade: 60 Mfg: Nucor Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 517# Mix Number: 0255A Fine Agg. (Ibs): 1390# Slump Spec: 5" ± 1" Coarse Agg. (lbs/size): 1860# 7/8" Slag (ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 11 Fly Ash (Ibs): Placed Via: Chute Water (Ibs or gal): 247# Consolidated: Yes Admixtures (specify): 2.8 oz. MBAE 90, 16 oz. POLYHEED 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump AIr % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:45 am 11.00 5 gal. 5 1/4" 3.4% 67 °F 54 °F M135184335 Weather: Overcast Date Samples Picked Up: 4/30/2007 Initial Curing Method: Slump Range Air % Range: Excluding ASTM c31- 12.1.5 Comments Permit #'s Building N D06 -457, Building S D06 -416 REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 5/4/07 7 6 x 12 28.21 28.62 107,450 3810 • = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client Q Contractor Architect © Building Dept © Engineer 0 Batch Plant Technical Responsibility: Initial Curing Temp: Excluding ASTM C31 -10.1.2 Does Not Conform ❑ David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1.888 -OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address* 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description /Location: Inspected concrete placement for tie beam along west and south side of Building S, as well as closure strip at north west corner of Building S as well as closure strip at entrance to Building E. Resteel Verified: Yes 4/13/2007 by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number: 0255A Fine Agg. (lbs): 1390# Slump Spec: 4" Coarse Agg. Obs/size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 18 Fly Ash (Ibs): Placed Via: Tailgate Water (lbs or gal): 247 Consolidated: Yes Admixtures (specify): 3 oz. MBAE 90, 16 oz. POLYHEED 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air V. Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:30 am 11.00 10 gal. 4 1/2" N/A 68 °F 48 °F 134 183597 Weather: Overcast Date Samples Picked Up: Specimen Number 1 Copies to: ❑ Client © Architect ® Engineer CONCRETE REPORT Report Number: RC58348 Permit Number: 006 -337 Slump Range 4/16/2007 Initial Curing Method: E>dma ASTM x31-12.1 s Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/13/2007 Air % Range: Initial Curing Temp: Exc luding AS TM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4/20/07 7 6 x 12 28.12 28 102,440 3640 • = Discarded Tested in general accordance to: ASTMC39 ® Contractor 1 Building Dept Batch Plant ASTMC617 ❑ ASTMC1231 Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in fu8, without written permission from our firm Is strictly prohibited. 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address 17200 Southcenter Parkway, Tukwila Inspector: Wayne Barker CONCRETE REPORT Report Number. RC57593 Permit Number: D06 -337 Description/Location: Loading dock ramp for Building E, west side of ramp Resteel Verified: Yes 4/18/2007 by Darren Reid Grade: Placement Data Supplier: Miles Mix Number: 0155A Slump Spec: 5" t 1" W/C Ratio Spec: 0.443 Air Spec. 4.5% ± 1.5% Total Yards: 33 Placed Via: Chute Consolidated: No Required Strength (psi): 3000 Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 8:00 am Design Cement (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Water Slump Added C 143 18 gal. 5" Weather: Cloudy Slump Range - Date Samples Picked Up: 4/20/2007 Initial Curing Method: ExchMing ASTM C31.12.1.5 Comments Copies to: ❑ Client Architect Engineer Test Field Age Date Cure (Days) ® Contractor • Building Dept ® Batch Plant Size (in.) REINFORCING I PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Specimen Number 1 4/26/07 7 6 x 12 28.25 28.61 115,640 4090 • = Discarded Tested in general accordance to: ASTMC39 I ASTMC617 ❑ ASTMC1231 Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/19/2007 Mfg: Actual ❑ Batch Weights /Cubic Yard 517# Type: VII 1370# 1850# 7/8" 254# 16 oz. CALCIUM, 3.15 oz. MBAE 90 Air % Range: - Initial Curing Temp: Slag (Ibs): Air % Conc.Temp Ambient Truck Ticket C 231 C 1064 Temp No. No. 4.8% 62 °F 40 °F 023 183857 Excluding ASTM C31- 10.1.2 Does Not Conform ❑ David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number. 62841 Description: Anchor Bolt Installation, Structural Steel Erection, and Steel Decking Project Southcenter Square Permit Number - South Building r. ^^° North Building Inspector and Date Rick Hardy Performed visual inspection on the following: 4/13/2007 Remarks South Building — radius grid, 1 to 2/B to B7, dip to track as per K/S3.1. All work as per contract documents, plans and specifications. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer All welds conform to AWS D1.1 -2006, WABO certified welders cards on file in office. Page 1 of 1 8747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 7254800 or 1-888-0170-4-US - Fax (206) 7232221 Form No.: ADMIN -63-01 (Rev 0903) RECEIVED MAY 0 7 2097 0EVEIOP ae . Address: 17200 Southcenter Parkway, Tukwila Job Number. 08-683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue South Building — grids, 9 to 10/A to B (2) levels. • 5/8" diameter puddle welds at ends of fluted sheets at perimeter and joined sheets. Field connections fastened with Delta Grip by HUll ICBO ER #2757. North Building — grids, 4 to 13/A to F. • C12x20.7 to metal deck on each side of joist below, and Wx5"x0' -8° to angle W 4'x4" continuous angle asper C and E/52.4 and plate 1/4"x65t0' -8" at top channel web. With 18 gauge 2°x6" studs to each plate. North Building:— grid 1 to 2/B to B7, radius placement of 34" diameter x10" redhead wedge type anchor bolts. Prior to placement, holes were inspected for size (3/4° diameter) depth (10") and position for base plate and cleanliness. Method of placement as per manufacturer's published recommendations and procedures as per ICBO ER #1372. North Building; anchors placed as per E/S3.1. Base plate and column assemblies grouted with C621 grout at base plate. This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Inspector and bate Rick Hardy 4/13/2007 CONSTRUCTION INSPECTION REPORT Report Number. 62641 Description: Anchor Bolt Installation, Structural Steel Erection, and Steel Decking Project Southcenter Square Permit Number ;Routh Building r. D08 -307 North Building Address' 17200 Southcenter Parkway, Tukwila Job Number. 06-883 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Performed visual inspection on the following: Remarks South Building - grids, 9 to 10/A to B (2) levers. • 5/8" diameter puddle welds at ends of fluted sheets at perimeter and joined sheets. Field connections fastened with Delta Grip by Hilti ICBO ER#2757. North Building - grids, 4 to 13/A to F. • C12x20.7 to metal deck on each side of joist below, and %"x5"x0' -8" to angle Wx4"x4" continuous angle asper C and E/S2.4 and plate %"x6"x0' -8" at top channel web. With 18 gauge 2 "x6" studs to each plate. South Building - radius grid, 1 to 2/B to B7, dip to track as per K/53.1. All welds conform to AWS D1.1 -2006, WABO certified welder's cards on file in office. All work as per contract documents, plans and specifications. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Page 1 of 1 6747 M.L King Way S., Seattle, Washington 96118 - Phone (206) 725 or 1 - Fax (206) 723.2221 Form No.: ADM/N -63-01 (Rev 05/03) RECEIVED MAY 0 71007 D EVE L OPMEN T North Building:- grid 1 to 2/B to B7, radius placement of % diameter x10" redhead wedge type anchor bolts. Prior to placement, holes were inspected for size (3/4" diameter) depth (107 and position for base plate and cleanliness. Method of placement as per manufacturer's published recommendations and procedures as per ICBO ER #1372. North Building; anchors placed as per E/S3.1. Base plate and column assemblies grouted with C621 grout at base plate. David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibfted. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number 60679 Description: Lateral Framing and Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number. D06 -457 Bldg N Address. 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the welds on the C channel bracing for the angled walls on roof. Welds 4/23/2007 were made using the SMAW and performed by Christopher L. Mansfield WASO# W0724 with an expiration date of July 1, 2007. Welds were as per approved plans and AWS D1.1. Also while on site I Inspected the pan deck at the angled roof walls. Pan decking was screwed as per approved plans and engineer RFI's. Conform Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibil X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Report Number. 64241 Project: Address: Date: Type of Inspection: Periodic El Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Southcenter Square 17200 Southcenter Parkway, Tukwila 4/12/2007 S N/A Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blocks Grout Mortar: Weather & Mean Daily Temp: Overcast 45 °F Date Samples Picked Up: No Samples Made Other Test Methods / Standards Used: Specimen No./Type Test Date Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Architect X Ehgineer X Contractor X Building Dept. X Batch Plant MASONRY REPORT Client Wig Properties LLC - SS Address: 4811 134"' Place SE, Bellevue Inspector. Dusty Johnston Description / Location Continuous ❑ 1 lift Building F trash enclosure. Yes Date: 4/12/2007 Positioners in Place: No 60 Manufacturer Nucor Mills Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 704100 Grout Supplier. Cadman Grout Preparer. Batch Plant 58 °F Grout Slump: 7' Method of Consolidation: Vibrator 658# type I/11 cement, 1998# sand, 845# 3/8' aggregate, 350# water Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier. Mortar Preparer. Mortar ingredients: Prism Information (ASTM C 140/ ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier. Number of Sample Samples Size GROUT AND MORTAR COMPRESSION TEST RESULTS Age Size Area 02eysi Ili ISa.ln.) Comments Technical Responsibility: Page 1 of 1 Protection Methods: Permit Number. Mutual Block/Unit Type: Specified Ambient Strength (psi) Temp 50 °F REINFORCING / PLACEMENT: Conforms Truck No. 239 D06 -384 Ticket No. 719287 X Does Not Conform Max Load Strength Tested in general Weigh (E sK accordance with ASTM C 39 ASTM C 109 ASTM C 1019 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 96118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Job Number 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Isaac Ruoff, Davion Walker CONCRETE REPORT Report Number: RC60634 Permit Number: D06 -416 Description /Location: Closure strip slab, building S Gridline B, 1 -12 and A -E, 12. Resteel Verified: Yes 3/26/2007 by Isaac Ruoff Grade: 60 Mfg: Nucor Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 5" t 1" W/C Ratio Spec: Air Spec: N/A Total Yards: 64 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Weather: Clear Slump Range Date Samples Picked Up: 3/27/2007 Initial Curing Method: Exchuding ASTM C31- 121.5 Comments = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client n Contractor (✓) Architect 0 Building Dept RI Engineer 5 Batch Plant Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/26/2007 Design © Actual ❑ Batch Weights /Cubic Yard Cement (Ibs/type): 517# Fine Agg. (Ibs): 1480# Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 262# Admixtures (specify): .5 oz. CALCIUM, 31 oz. POLYHEED 997 Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 7:45 am 11.00 10 gal. N/A 70 °F 43 °F MO23182662 1 4/2/07 7 6 x 12 28.07 29.05 134,550 4790 2 4/23/07 28 6 x 12 28.15 29.15 171,440 6090 3 4/23/07 28 6 x 12 28.15 29.19 169,020 6000 4* 4/23/07 28 6 x 12 28.15 0 0 0 Air % Range: Initial Curing Temp: Excluding ASTM c31- 10.1.2 REINFORCING I PLACEMENT: Conforms M Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Davion Walker, John Reeder Placement Data Supplier: Miles Mix Number: 07400 Slump Spec: W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 15 Placed Via: Pump Consolidated: No Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1 -4 1 4/3/07 2 4/24/07 3 4/24/07 4• 4/24/07 Copies to: ❑ Client ® Contractor Architect 5 Building Dept © Engineer 0 Batch Plant CONCRETE REPORT Report Number: RC57632 Permit Number: 006 -416 • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address 4811 134th Place SE, Bellevue Date: 3/27/2007 Description/Location: Visual inspection of concrete placement pilaster at west end of north building and for footings on south side of south building. Ross with ORA report #56340. Resteel Verified: Yes 3/27/2007 by John Reeder Grade: 60 Mfg: Cascade Design [0 Actual fl Batch Weights/Cubic Yard Cement (lbs/type): 550# Type: MI Fine Agg. (Ibs): 1590# Coarse Agg. (lbs/size): 1720# Pea Gravel Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): 248# Admixtures (specify): 17 oz. GLENIUM 3030, 44 oz. POLYHEED 997 Time Cubic Water Slump Air% Conc.Temp Ambient Truck Ticket Made Yards Added C 143 C 231 C 1064 Temp No. No. 11:30 am 10.00 10 gal. 5" N/A 60 °F 54 °F 76 182776 Weather: Overcast Slump Range Air % Range: Date Samples Picked Up: 3/28/2007 Initial Curing Method: Excluding ASTM c3r -12.15 Initial Curing Temp: ExdudTg ASTM C31 -1012 Comments Pilasters require 4000 psi, footings 3000 psi same mix used for both. REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 6 x 12 28.07 28.45 112,350 4000 28 6 x 12 28.11 28.51 160,360 5710 28 6 x 12 28.11 28.48 157,640 5610 28 6 x 12 28.11 0 0 0 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Placement Data Supplier: Miles Mix Number: 0255A Slump Spec: 4" W/C Ratio Spec: Air Spec: N/A Total Yards: 18 Placed Via: Tailgate Consolidated: Yes Required Strength (psi): 3000 Weather Overcast Date Samples Picked Up: Specimen Number 1 Copies to: ❑ Client © Contractor Architect © Building Dept Engineer 0 Batch Plant 7' 7' CONCRETE REPORT Report Number: RC58348 Permit Number: D06 -337 Client: Wig Properties LLC - SS Address: 4811 134th Place SE Bellevue Date: 4/13/2007 Description /Location: Inspected concrete placement for tie beam along west and south side of Building S, as well as closure strip at north west corner of Building S as well as closure strip at entrance to Building E. Resteel Verified: Yes 4/13/2007 by Micah Ruoff Grade: 60 Mfg: Cascade Design n Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 517# Fine Agg. (lbs): 1390# Coarse Agg. (Ibs/size): 1860# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): 247 Admixtures (specify): 3 oz. MBAE 90, 16 oz. POLYHEED 997 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:30 am 11.00 10 gal. 41/2" N/A 68 °F 48 °F 134 183597 Slump Range Air % Range: 4/16/2007 Initial Curing Method: Excluding ASTM c31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms ❑J Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs) (Lbs.) (psi) (other than cone) 4/20/07 7 6 x 12 28.12 28 102,440 3640 • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO-4-US - Fax (206) 723 -2221 Form No.: ADM - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. I2 Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Isaac Ruoff Resteel Verified: Yes 4/17/2007 by Darren Reid Copies to. ❑ Client © Contractor Architect © Building Dept Engineer © Batch Plant 12 CONCRETE REPORT Report Number: RC60666 Permit Number: D06 -384 Description/Location: Inspected concrete placement for Building E, dock east half. COMPRESSIVE TEST RESULTS • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/18/2007 Grade: Mfg: Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 517# Mix Number: 0155A Fine Agg. (Ibs): 1370# Slump Spec: 4' ± 1" Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 25 Fly Ash (Ibs): Placed Via: Chute Water (Ibs or gal): 30 gal. Consolidated: Yes Admixtures (specify): 3.5 oz. MBAE 90 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 9:00 am 20.00 10 gal. 5 "" 4.8% 65 °F 54 °F M074118971 Weather: Slump Range Air % Range: Date Samples Picked Up: 4/19/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ Specimen Number 1 4/25/07 7 6 x 12 28.01 29.02 125,950 4500 Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) l2 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. 19 Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: RC57593 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Wayne Barker Description /Location: Loading dock ramp for Building E, west side of ramp Resteel Verified: Yes 4/18/2007 by Darren Reid Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: No Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 8:00 am Weather: Cloudy Date Samples Picked Up: 4/20/2007 Specimen Number 1 4/26/07 • = Discarded Tested in general accordance to: Copies to: ❑ Client Architect Engineer Placement Data Miles 0155A 5 "t 0.443 4.5% ± 1.5% 33 Chute Test Field Date Cure Time Made ▪ Contractor © Building Dept © Batch Plant Age (Days) 7 Cubi Yards Design WI Cement (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Slump Range — Initial Curing Method: Comments COMPRESSIVE TEST RESULTS Size (in.) 6x12 CONCRETE REPORT Water Slump Added C 143 18 gal. 5" Grade: Permit Number: D06 -337 Air% C 231 Mfg: 4.8% 62 °F Excluding ASTM C31- 12.1.5 REINFORCING / PLACEMENT: Conforms Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 28.25 28.61 115,640 4090 ASTMC39 0 ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address 4811 134th Place SE Bellevue Date: 4/19/2007 Actual ❑ Batch Weights /Cubic Yard 517# Type: 1111 1370# 1850# 7/8" 254# 16 oz. CALCIUM, 3.15 oz. MBAE 90 Conc.Temp C 1064 Ambient Temp 40 °F Air % Range: — Initial Curing Temp: Excluding ASTM C31-10.1.2 Slag (Ibs): David Lyal, Technical Director Truck Ticket No. No. 023 183857 Does Not Conform ❑ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. RECEIVED MAY 01 2097 Q UNtTy �T Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector. Specimen Number 1 2 3 4 06 -683 Report Number: Southcenter Square 17200 Southcenter Parkway, Tukwila Tim Horton Supplier: Miles Mix Number: 02600 Slump Spec: 3" ±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 134 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather: Date Samples Picked Up: 3/5/2007 Other Test Methods / Standards Used: Test Field Date Cure 3/9/07 3/30/07 3/30/07 3/7/07 Tested in general accordance to Time Made 11:08 Age Mays) 7 28 28 5 Cubic Yards 51 ASTM C39 CONCRETE REPORT Client: Address: Date: 67293 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Placement Data Design ® Actual ❑ Cement (lbs./type): 564# I -II Fine Agg. (Ibs): 1430# Coarse Agg. (lbs/size): 1860# Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (lbs or gal): 320# Admixtures (specify): 17 oz. MB Polyheed Water Added 7 gal. Wig Properties LLC - SS 4811 134 Place SE, Bellevue 3/2/2007 Slump Air % Conc. Temp C143 C 231 C 1064 4° - 59 °F Slump Range: Initial Curing Method: Excluding ASTM c31- 12.1.5 Comments Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide wate storage tank at 73° t 3° F Conies to: Permit Number: D06 -337 Manufacturer: Batch Weights /Cubic Yard Ambient Temp 40 °F Air % Range: Initial Curing Temp: Truck No. M096 Excluding ASTM C31 -10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Size Area Max Load fly (So•In•) Weight Lf bs•) 4x8 12.57 8.77# 50,700 4x8 12.59 8.82# 71,010 4x8 12.59 8.74# 77,080 4x8 12.62 8.71# 34,180 x ASTM C109 ASTM C617 Technical Responsibility: ASTM C1231 x David Lyal, Technical Director This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 118550 Strength Type of Fracture si (other than cone) 4030 5640 6120 2710 Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. RECEIVED MAY 01 2097 Q UNtTy �T Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector. Specimen Number 1 2 3 4 06 -683 Report Number: Southcenter Square 17200 Southcenter Parkway, Tukwila Tim Horton Supplier: Miles Mix Number: 02600 Slump Spec: 3" ±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 134 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather: Date Samples Picked Up: 3/5/2007 Other Test Methods / Standards Used: Test Field Date Cure 3/9/07 3/30/07 3/30/07 3/7/07 Tested in general accordance to Time Made 11:08 Age Mays) 7 28 28 5 Cubic Yards 51 ASTM C39 CONCRETE REPORT Client: Address: Date: 67293 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Placement Data Design ® Actual ❑ Cement (lbs./type): 564# I -II Fine Agg. (Ibs): 1430# Coarse Agg. (lbs/size): 1860# Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (lbs or gal): 320# Admixtures (specify): 17 oz. MB Polyheed Water Added 7 gal. Wig Properties LLC - SS 4811 134 Place SE, Bellevue 3/2/2007 Slump Air % Conc. Temp C143 C 231 C 1064 4° - 59 °F Slump Range: Initial Curing Method: Excluding ASTM c31- 12.1.5 Comments Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide wate storage tank at 73° t 3° F Conies to: Permit Number: D06 -337 Manufacturer: Batch Weights /Cubic Yard Ambient Temp 40 °F Air % Range: Initial Curing Temp: Truck No. M096 Excluding ASTM C31 -10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Size Area Max Load fly (So•In•) Weight Lf bs•) 4x8 12.57 8.77# 50,700 4x8 12.59 8.82# 71,010 4x8 12.59 8.74# 77,080 4x8 12.62 8.71# 34,180 x ASTM C109 ASTM C617 Technical Responsibility: ASTM C1231 x David Lyal, Technical Director This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 118550 Strength Type of Fracture si (other than cone) 4030 5640 6120 2710 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60668 Description: Lateral Framing Conforms CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer RECEIVED MAY 01 'gm a ggisuNrr y Project Southcenter Square Permit Number. D06-307 North Building Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the pinning and Delia Grip (button punch) of Building N remaining roof and 4/17/2007 high roof. Pins and Delta Grip are as per engineer RFI's. David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 Form No.: ADMEN -63-01 (Rev 05/03) RECEIVED OTTO ROSENAU & ASSOCIATES, INC. MAY 01 1007 Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT DEVELO Job Number. 06-683 Report Number. 64661 Permit Number. D06 -337 Project Southcenter Square Client Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Date: 4/9/2007 Inspector. Jeff Rabe Description / Location Type of Inspection: Periodic ® Continuous ❑ Building E: CMU screen wall from 4.5 to 6.6 east of A line, to 4' bond beam elevation. Resteel Verified: Yes Date: 4/9/2007 Positioners in Place: OK Resteel Grade: 60 Manufacturer. Nucor, Seattle Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Mix No./Type: 704100 Grout Supplier. Cadman Grout Preparer. Batch Plant Grout Temp: 80 °F Grout Slump: Flowable Method of Consolidation: Vibrator Grout Ingredients: 70/30 3/8' 7 sack Mortar Information (ASTM C270 ASTM C780) Mix No./Type: S Mortar Supplier. Spec Mix Mortar Preparer. Mortar temp: N/A Mortar ingredients: Pre - proportioned bags of 'PCL Sand- Pcl-03' type S, masonry mortar Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph s.11) Date Constructed: Constructed By (mason): Date Grouted: Block/Unit Supplier. Mutual Block/Unit Type: Number of Sample Specified Ambient Truck Ticket Sample Description Samples Size Strength (psi) Temp No. No. Masonry Prisms - Grouted: Requested F'm =2000 50's 263 718008 Masonry Prisms - Ungrouted: masons to Masonry Units/Blocks construct Grout composite 2000 Mortar: prisms to be 1800 grouted next visit Weather & Mean Daily Temp: Overcast to mid 50 °F's, ssw5 -20 Protection Methods: N/A Date Samples Pinked •Up: No Samples Made Comments Masons to construct a set to composite prisms to satisfy strength testing requirements, prisms to be grouted next visit. Other Test Methods / Standards Used: Specimen Test Age Size Area Max Load Strength Tested in general No./Tvpe Date Men) fin.) (Sci.ln.) Weight flb.) si accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Avg. Compressive Strength of Grout Specimens (psi: Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibility: This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 David Lyal, Technical Director 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 58329 Description: Reinforcing Steel, Concrete - Cancel Project Southcenter Square Permit Number D06 -337 South Building Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue - Inspector and Date Remarks Darren Reid On site for concrete placement - pour canceled. Resteel is placed for loading dock slab per 4/17/2007 approved plans, at south of 13/4 -6.5. Resteel is grade 60 from Cascade/Nucor. Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT X Contractor X Building Dept. Technical Responsibility: David Lye, Technical Director Page 1 of 1 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - Fax (206) 723 - 2221 Form No.: ADM/N -63-01 (Rev 05/03) RECE NED MAY 01 P007 Dt Ettui t ANT This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60667 Description: Epoxy Grouting (Rebar) Conforms CONSTRUCTION INSPECTION REPORT Copies to; Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Page 1 of 1 6747 M.L. ICng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) REC NAY 0 ?0 t Project: Southcenter Square Permit Number: D06 -337 South Building Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to witness the epoxy grouting of the site wall vertical dowels for the CMU block at the 4/17/2007 middle of Building S south side. Epoxy was Hilti HY -150 with an expiration date of 11/2007. Dowels were grade 80 reinforcing steel marked by Cascade and embedded 8'. Contactor installed the dowels as per approved plan details and manufacturer's directions. David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57193 Description: Expansion Anchors Project: Southcenter Square Permit Number: 006 -337 South Building Address' 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Verified torque of %" expansion anchors at base of steel columns located at northwest corner of 4/13/2007 Building S. Nuts torqued to 150 foot pounds as per contractor's torque wrench. Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT X Contractor X Building Dept. Technical Responsibility: RECEIVED MAY 01 2007 oevaopkEN David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 8747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, I NCAPR z Geotechnical Engineering, Construction Inspection & Materials Testing o t arp ?00R ECCIVEp CONSTRUCTION INSPECTION REPORT APR 2 5 2007 Report Number. 60648 PUBLIC I WORKS Description: Wedge Anchor Installation Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the x/.° wedge anchor Installed at the column bases in building N. Wedge 4/3/2007 anchor were 9° Red Head wedge anchors with a minimum of 7° embedment. Using a calibrated torque wrench I verified the anchors were installed to 150 ft/Ibs of tongue. Contactor installed the anchors as per approved plans and the ICC Evaluation report. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Farm No.: ADM /N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Date: 3/15/2007 Description / Location: On site to inspect grout placement under columns landing at E3 building, tested grout temperature and casting of cylinders on site. Also building N north. Resteel grade: Placement Data Supplier: On site mix Mix Number. On site mix Total Yards Placed: 1 Specified Strength (psi): 4000 Sampling and Casting of Samples ASTM C31,C109 Cast Samples: 1 -5 Weather: Date Samples Picked Up: 3/16/2007 Other Test Methods / Standards Used: Specimen Test Field Age Number Date Cure (Days) 1 3/22/07 7 2 4/12/07 28 3 4/12/07 28 4 4/12/07 28 5 3/19/07 4 Copies to: Owner x Architect x Engineer x Contractor x Building Dept x Batch Plant Report Number: 45877 revised Permit Number: D06-384, D06457 Client: Wig Properties LLC-SS Address: 4811 134 PI SE, Bellevue, WA 98006 Inspector. Marco Lopez Manufacturer: GROUT REPORT Cement (type/lbs.): 50# Fine Agg. (lbs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic. Flow Yards ASTM C939 1 Comments Technical Responsibil Batch Weights Water (lbs. /gal): 144 oz. Admixtures (specify) Grout Temp 52 °F Ambient Temp 63 °F Truck No. On site REINFORCING I PLACEMENT: Conforms x Does Not Conform _ TEST RESULTS Size Area Max Load Strength Type of Fracture Ln1 (Sa.ln.) Weight (Lbs.) MI (other than cone) 2x4 3.14 .94# 25,770 8210 2x4 3.14 .97# 18,260 5820 2x4 3.14 .95# 29,310 9330 2x4 3.14 .94# 26,740 8520 2x4 3.14 .94# 22,320 7110 Tested in general accordance to: ASTM C39 x ASTM C78 ASTM C109 x ASTM C617 x ASTM C1231 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -71 -03 (Rev 07/05) Ticket No. On site t OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Description/Location: Closure strip wit tie beams for building "E" on line "G" from line #1 though #7, except for ramp area entrance to building interior. also pad on northeast corner of building. Rebar as per approved plans. Resteel Verified: Yes by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 4 " -5" W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 64 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Made Yards Added . C 143 C 231 C 1064 Temp No, No. 8:00 am 11.00 5 gal. 5"" N/A 63 °F 44 °F 20 Weather: Partly Cloudy Slump Range Air % Range: Date Samples Picked Up: 3/15/2007 Initial Curing Method: ExehtlNg ASTM C31- 12.1.5 Initial Curing Temp: Comments 1 3/21/07 2 4/11/07 3 4/11/07 4* 4/11/07 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Copies to: ❑ Client Architect • Engineer Contractor • Building Dept Q Batch Plant CONCRETE REPORT Report Number: RC33790 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/14/2007 Design Q Actual ❑ Batch Weights/Cubic Yard Cement fibs/type): 517# Fine Agg. (Ibs): 1480# Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 262# Admixtures (specify): 31 oz. POLYHEED 997 Excluding ASTM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 6 x 12 28.19 28.96 127,340 4520 28 6 x 12 28.12 29.03 164,870 5860 28 6 x 12 28.12 29.06 167,730 5970 28 6 x 12 28.12 0 0 0 Technical Responsibility: ASTMC1231 David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of t s OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Marco Lopez Description/Location: On site to inspect concrete placement for piers and footings back of building at trash enclosure. Tested concrete temperature, slump and casting of cylinders on site. Resteel Verified: Yes by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Supplier Miles Mix Number: 2550 Slump Spec: 3" t 1" W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 30 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 CONCRETE REPORT Report Number. RC58548 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/15/2007 Design Q Actual ❑ Batch Weights /Cubic Yard Cement (Ibs/type): 517# Type: VII Fine Agg. (Ibs): 1480# Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 262# Admixtures (specify): 31 oz. POLYHEED 997 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:30 am 10.00 10 gal. 3" N/A 57 °F 64 °F 088 182128 Weather: Cloudy Date Samples Picked Up: Slump Range 3/15/2007 Initial Curing Method: Excluding AMA C31- 12.1.5 Comments Air % Range: Initial Curing Temp: Excluding ASIM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms Q Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/22/07 7 6 x 12 28.16 29.19 126,170 4480 2 4/12/07 28 6 x 12 28.11 29.22 167,800 5970 3 4/12/07 28 6 x 12 28.11 29.2 161,160 5730 4* 4/12/07 28 6 x 12 28.11 0 0 0 = Discarded Tested in general accordance to: ASTMC39 Q ASTMC617 ❑ Copies to: ❑ Client Architect Q Engineer Q Contractor Q Building Dept Q Batch Plant Technical Responsibility: ASTMC1231 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Marco Lopez Placement Data Supplier: Miles Mix Number: 02704 Slump Spec: 3" t 1" W/C Ratio Spec: 0.380 Air Spec: 5% t 1.5% Total Yards: 30 Placed Via: Chute Consolidated: Yes Required Strength (psi): 4000 Weather. Cloudy Date Samples Picked Up: See attached for additional test results Copies to: ❑ Client © Architect © Engineer Contractor • Building Dept ® Batch Plant CONCRETE REPORT Report Number. RC58549 Permit Number. See Comments Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/152007 Description/Location: On site to inspect concrete placement on north west side of property at vault to slab. Tested concrete temperature, slump, air entrainment and casing of cylinders on site. Resteel Verified: Yes by Micah Ruoff Grade: 60 Mfg: Cascade Design ® Actual 0 Batch Weights /Cubic Yard Cement (Ibs/type): 658# Type: lit Fine Agg. (Ibs): 1230# Coarse Agg. (lbs/size): 1830# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 274# Admixtures (specify): 5.46 oz. MBAE 90, 40 oz. POLYHEED 997 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -5 11:30 am 10.00 10 gal. 4" 5% 58 °F 65 °F 069 182177 Air % Range: Slump Range 3/16/2007 Initial Curing Method: Exduding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 Comments REINFORCING / PLACEMENT: Conforms 0 Does Not Conform fl David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our fine Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4800 or 1- 888-0170.4-US — Fax (206) 723-2221 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06 -683 Report No.: RC58549 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/22/07 7 6 x 12 28.16 28.1 110,610 3930 2 4/12/07 28 6 x 12 28.11 28.01 138,300 4920 3 4/12/07 28 6 x 12 28.11 28.13 147,440 5250 4* 4/12/07 28 6 x 12 2811 0 0 0 5 3/19/07 4 6 x 12 28.27 28.04 89,100 3150 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN -82 -03 (Rev 01/06) Page 2 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Isaac Ruoff, Davion Walker CONCRETE REPORT Report Number: RC60634 Permit Number. D06-416 Description/Location: Closure strip slab, building S Gridllne B, 1 -12 and A -E, 12. Resteel Verified: Yes 3/26/2007 by Isaac Ruoff Grade: 60 Mfg: Nucor Placement Data Supplier Miles Mix Number 02550 Slump Spec: 5" t 1" W/C Ratio Spec: Air Spec: N/A Total Yards: 64 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Specimen Number 1 Copies to: ❑ Client Architect El Engineer 0 Contractor 0 Building Dept © Batch Plant Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/26/2007 Design © Actual ❑ Batch Weights/Cubic Yard Cement (Ibsrtype): 517# Fine Agg. (Ibs): 1480# Coarse Agg. (lbs/size): 1860# 7/8° Slag (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash pbs): Water (Ibs or gal): 262# Admixtures (specify): .5 oz. CALCIUM, 31 oz. POLYHEED 997 Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Made Yards Added C 143 C 231 C 1064 Temp No. No. 7:45 am 11.00 10 gal. 6"" N/A 70 °F 43 °F MO23 182662 Weather. Clear Slump Range: Air % Range: Date Samples Picked Up: 3/27/2007 Initial Curing Method: Excluding ASTM C31- 12.1.3 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING f PLACEMENT: Conforms ® Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4/2/07 7 6 x 12 28.07 29.05 134,550 4790 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Technical Responsibility: David Lys! Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In MI, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: AOMIN -62-03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Davion Walker, John Reeder Placement Data Supplier: Miles Mix Number. 07400 Slump Spec: 4" - 5" W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 15 Placed Via: Pump Consolidated: No Required Strength (psi): 4000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 11:30 am Specimen Number 1 Copies to: ❑ Client Architect • Engineer Contractor Building Dept Batch Plant CONCRETE REPORT Report Number. RC57632 Permit Number: D06-416 Client Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/27/2007 Description/Location: Visual Inspection of concrete placement pilaster at west end of north building and for footings on south side of south building. Ross with ORA report #56340. Resteel Verified: Yes 3/27/2007 by John Reeder Grade: 60 Mfg: Cascade Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 550# Type: RI Fine Agg. (lbs): 1590# Coarse Agg. (lbs/size): 1720# Pea Gravel Slag (lbs): Coarse Agg. (Ws/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 248# Admixtures (specify): 17 oz. GLENIUM 3030, 44 oz. POLYHEED 997 Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Yards Added C 143 C 231 C 1064 Temp No. No. 10.00 10 gal. 5" N/A 60 °F 54 °F 76 182776 Weather. Overcast Slump Range: Air % Range: Date Samples Picked Up: 3/28/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 Comments Pilasters require 4000 psi, footings 3000 psi same mix used for both. REINFORCING / PLACEMENT: Conforms ® Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4/3/07 7 6 x 12 28.07 28.45 112,350 4000 "al Discarded Tested in general accordance to: ASTMC39 ® ASTMC817 ❑ ASTMC1231 Technical Responsibility David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Description/Location: Extended footing for screen wall on south side of building "S ". Rebar as per approved plan. Resteel Verified: Yes 4/5/2007 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number. 01550 Fine Agg. Ms): 1470# Slump Spec: 4" - 5" Coarse Agg. (lbs/size): 1860# 7/8" Slag (lbs): W/C Ratio Spec: 0.500 Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (Ibs/size): Total Yards: 12 Fly Ash (lbs): Placed Via: Pump Water (jbs or gal): 275# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:45 am 10.00 0 gal. 41/2" N/A 61°F 54 °F 21 183186 Weather. Overcast Slump Range: Date Samples Picked Up: 4/6/2007 Initial Curing Method: Exdud ASTM p1-121.5 Comments Specimen Number 1 Copies to: ❑ Client Architect Engineer CONCRETE REPORT Report Number. RC45060 Permit Number. 006416 Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 4/5/2007 Air % Range: Initial Curing Temp: Excluding ASTM rat -1o.1z REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4/12/07 7 6 x 12 28.11 29.78 125,140 4450 • = Discanied Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Q he Contractor Building Dept Batch Plant Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN -82 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials Testing Report Number. 56338 Description: Epoxy Grouting (Rebar) Conforms CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility X Engineer Page 1 of 1 8747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05 RECEIVED p.r 1 COMMUNITY DEVELOPMENT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Ross Bogle Visual inspection of epoxied rebar for new pilasters at west end of building 'N' for new opening also 3/20/2007 new dowels at base of pilasters. Cages around pilasters #4's, 60 grade from Nucor mills. The epoxy used was Hilti-150, with an expiration date of 10/2007. Hole depth for staples 5 ", hole's for dowels 8" using #6's 80 -grade from Nucor mills. Holes blown, brushed and blown before epoxied into place. Also (one) extended panel connector at top into between panels #29 and #30. Work done as per approved plans. David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60622 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Isaac Ruoff 3/20/2007 Conforms Remarks Arrived on site to inspect the added welds on the C line girder in building E. Welds were made using the SMAW process and performed by James R. Owens, WABO card# W04657 with an expiration date of 10/1/2007. All welds were as per engineer RFI's and AWS D1.1. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in hill, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. ling Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADM/N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60625 Description: Epoxy - Grouting (rebar) Project Address: Client Inspector and Date Isaac Ruoff Davion Walker 3/21/2007 Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Southcenter Square 17200 Southcenter Parkway, Tukwila Wig Properties LLC — SS Permit Number. Job Number. Client Address: Remarks Arrived on site to witness the installation of epoxy grouted reinforcing dowels at building N. Contractor installed missing slab dowels at panel numbers 1, 2 and 3. Epoxy used was Hilti HY -150 with an expiration date of 09/2007 and 10/2007. Reinforcing steel was grade 60 marked by Cascade and embedment was a minimum of 5 ". Epoxy dowels were installed as per approved plans and manufacturer directions Conforms X Contractor X Building Dept. Technical Responsibility: D06 -337 06-683 4811 134 Place SE, Bellevue David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in hill, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. 16ng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - 888 - - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05103) OTTO ROSENAU & ASSOCIATES INC. Geotechnicai Engineering, Construction Inspection & Materials Testing Report Number. 60835 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Pathway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to re- inspect the missing column to panel connection on gddline 1 at building E. The 3/26/2007 bolt was torqued to 150 Nibs using a calibrated torque wrench. Welds were made using the SMAW process and welded by Christopher L. Mansfield, WABO# W0724 with an expiration date of 7/1/2007. New welded bolt connection was visually as per engineer RFI and AWS D1.1. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L Pang Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 7232221 Form No.: ADMI - 63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60636 Description: Structural Steel Erection, Welding CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to Inspect the upper roof pinning and welding of the brackets and clips for the parapet 3/26/2007 wall supports between gridline 4-12 at building S and the panel to panel and chord steel welds on the remaining panels. Upper roof pinning was as per engineer RFI. Brackets and clips were welded using the SMAW process and performed by Christopher L. Mansfield, WABO# W0724 with an expiration date of 7/1/2007, Andrew P. Gauthier, WABO# W07359 with an expiration date of 10/1/2007 and Lloyd J. Green, WABO# W04604 with an expiration date of 10/1/2007. Welds were visually as per engineer RFI and AWS D1.1. Conforms Also while on site I visually inspected the welds for the under side of the remaining roof. Contractor is missing welds on the under side of the upper roof, missing weld on the joist to ledger at gridline A, 11. Also contactor has several stabilizer plates in the wrong locations at several locations and also missing the girder stabilizer plates along gridline 12. The ledgers to panel connections at panel 21 have an unacceptable profile and need to be repaired. With the above listed exceptions the remaining roof structure is as per approved plans and engineer RFI's, and AWS D1.1. Contractor to make repairs and reschedule for further inspection. Does not conform Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 8747 M.L. lCng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888-0TTO - Fax (206) 723 - 2221 Form No.: ADMIN- -63-01 (Rev 05103) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number. 45877 Permit Number Project: Southcenter Square Client: Wig Properties LLC -SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 PI SE, Bellevue, WA 98006 Date: 3/15/2007 Inspector. Marco Lopez Description / Location: On site to inspect grout placement under columns landing at E3 building, tested grout temperature and casting of cylinders on site. Also building N north. Resteel grade: Placement Data Supplier: On site mix Mix Number: On site mix Total Yards Placed: 1 Specified Strength (psi): 4000 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -5 Weather: Date Samples Picked Up: 3/16/2007 Other Test Methods / Standards Used: Copies to: Owner x Contractor x Architect x Building Dept. x Engineer x Batch Plant Manufacturer. GROUT REPORT Batch Weights Cement (type /bs.): 50# Water (lbs. /gal): 144 oz. Fine Agg. (Ibs.): Admixtures (specify) Coarse Agg. (size/lbs.): Coarse Agg. (sizeAbs.): Cubic Flow Grout Ambient Truck Ticket Yards ASTM C939 Temp Temp No. No. 1 52 ° F 63 °F On site On site Comments REINFORCING / PLACEMENT: Conforms x Does Not Conform TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Pate Cure (Days) pn) JSo.ln.) Weight (Lbs.} (Dsil (other than cone) 1 3/22/07 7 2x4 3.14 .94# 25,770 8210 2 3 4 5 3/19/07 4 2x4 3.14 .94# 22,320 7110 Tested in general accordance to: ASTM C39 x ASTM C78 ASTM C109 x ASTM C617 x ASTM C1231 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: David Lyal, Technical Director D06 -337 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohbited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 - OTTO -4 -US — Fax (206) 723-2221 Fonn No.: ADMIN -71-03 (Rev 07/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number. Project: Southcenter Square Client: Wig Properties LLC — SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector. Tim Horton Date: 3/2/2007 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Manufacturer: Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Mix Number: 02600 Slump Spec: 3' t1' W/C Ratio Spec: 0.454 Air Spec: Total Yards: 134 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather: Slump Range: — Date Samples Picked Up: 3/5/2007 Initial Curing Method: Excluding ASTn1 c31 12.1.5 Comments Other Test Methods / Standards Used: CONCRETE REPORT 06-683 Report Number: 67293 Permit Number: D06 -337 Cement (lbs./type): 564# I -11 Fine Agg. (lbs): 1430# Coarse Agg. (lbs/size): 1860# Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 320# Admixtures (specify): 17 oz. MB Polyheed Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 11:08 51 7 gal. 4° — 59 °F 40 °F M096 118550 REINFORCING 1 PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility: Air % Range: Initial Curing Temp: 4 3/7/07 5 4x8 12.62 8.71# 34,180 2710 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM 0617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Copies to: David Lyal, Technical Director Excluding ASTM C31 -10.1.2 Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Maul jl� (Sa.ln.) Weight (Lbs.) si (other than cone) 1 3/9/07 7 4x8 12.57 8.77# 50,700 4030 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c-04 (Rev 09/06) Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number. Project: Southcenter Square Client: Wig Properties LLC — SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector. Tim Horton Date: 3/2/2007 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Manufacturer: Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Mix Number: 02600 Slump Spec: 3' t1' W/C Ratio Spec: 0.454 Air Spec: Total Yards: 134 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather: Slump Range: — Date Samples Picked Up: 3/5/2007 Initial Curing Method: Excluding ASTn1 c31 12.1.5 Comments Other Test Methods / Standards Used: CONCRETE REPORT 06-683 Report Number: 67293 Permit Number: D06 -337 Cement (lbs./type): 564# I -11 Fine Agg. (lbs): 1430# Coarse Agg. (lbs/size): 1860# Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 320# Admixtures (specify): 17 oz. MB Polyheed Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 11:08 51 7 gal. 4° — 59 °F 40 °F M096 118550 REINFORCING 1 PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility: Air % Range: Initial Curing Temp: 4 3/7/07 5 4x8 12.62 8.71# 34,180 2710 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM 0617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Copies to: David Lyal, Technical Director Excluding ASTM C31 -10.1.2 Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Maul jl� (Sa.ln.) Weight (Lbs.) si (other than cone) 1 3/9/07 7 4x8 12.57 8.77# 50,700 4030 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c-04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address 17200 Southcenter Parkway, Tukwila Inspector: Marco Lopez CONCRETE REPORT Report Number: RC58548 Permit Number. D06 -337 Description/Location: On site to Inspect concrete placement for piers and footings back of building at trash enclosure. Tested concrete temperature, slump and casting of cylinders on site. Resteel Verified: Yes by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Type: 1111 Mix Number: 2550 Fine Agg. (lbs): 1480# Slump Spec: 3" t 1" Coarse Agg. (lbs/size): 1860# 7/8" W/C Ratio Spec: 0.450 Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 30 Fly Ash (lbs): Placed Via: Chute Water (lbs or gal): 262# Consolidated: Yes Admixtures (specify): 31 oz. Polyheed 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubl. Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:30 am 10 10 gal. 3" N/A 57 °F 64 °F 088 182128 Weather: Cloudy Date Samples Picked Up: Slump Range 3/15/2007 Initial Curing Method: Excluding ASTM C31-12.1.5 Comments COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.in.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/22/07 7 6 x 12 28.16 29.19 126,170 4480 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client S2I Contractor Q Architect 0 Building Dept Engineer ® Batch Plant REINFORCING / PLACEMENT: Conforms 0 Does Not Conform ❑ Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE Bellevue Date: 3/15/2007 Air % Range: Initial Curing Temp: Excluding ASTM C31- 10.1.2 David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 - 2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Marco Lopez Weather: Cloudy Copies to: ❑ Client [J] Contractor Architect ® Building Dept © Engineer ® Batch Plant CONCRETE REPORT Report Number: RC58549 Permit Number: 006 -337 Description /Location: On site to inspect concrete placement on north west side of property at vault to slab Tested concrete temperature, slump, air entrainment and casing of cylinders on site. Resteel Verified: Yes by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 658# Type: It Mix Number: 02704 Fine Agg. (lbs): 1230# Slump Spec: 3" t 1" Coarse Agg. jbs /size): 1830# 7/8" W/C Ratio Spec: 0.380 Coarse Agg. (lbs/size): Air Spec: 5% t 1.5% Coarse Agg. (lbs/size): Total Yards: 30 Fly Ash (lbs): Placed Via: Chute Water (Ibs or gag: 2740 Consolidated: Yes Admixtures (specify): 5.46 oz. MBAE 90, 40 oz. Polyheed 997 Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -5 11:30 am 10 10 gal. 4" 5% 58 °F 65 °F 069 182177 Slump Range Air % Range: Date Samples Picked Up: 3/16/2007 Initial Curing Method: Excluding ASTM C31- 12 Initial Curing Temp: Comments REINFORCING / PLACEMENT: Conforms ® Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/22/07 7 6 x 12 28.16 28.1 110,610 3930 5 3/19/07 4 6 x 12 28.27 28.04 89,100 3150 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/15/2007 Excluding ASTM C31- 10,1.2 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Project: Address: Inspector: Description/Location: Resteel Verified: Yes Supplier. Mix Number. Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Specimen Number 1 Copies to: ❑ Client © Architect ® Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila Ross Bogle Placement Data Test Field Date Cure 3/27/07 Miles 02550 4 "-5" 0.450 N/A 95 Chute Time Made ® Contractor ® Building Dept Batch Plant CONCRETE REPORT Report Number. RC33793 Closure strip building "E" line "B" at lines #1 to #3 and #1.5 to #1 on "B" and "C" to "D" on lines #3. Rebar as per plans. 3202007 by Ross Bogle Grade: 60 Mfg: Nucor Age (Days) 7 Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 262# Admixtures (specify): 50 oz. Calcium, 31 oz. Poyheed 997 Cubic Water Slump Yards Added C 143 8:15 am 31 20 gal. 6" N/A 68 °F Weather. Inside Slump Range: Date Samples Picked Up: 3212007 Initial Curing Method: Excluding ASTMC31- 12.1.5 Comments COMPRESSIVE TEST RESULTS Size (in.) 6x12 Area (Sq.ln.) 28.04 Weight (Lbs-) 29.16 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Wel Technical Responsibility: Permit Number. D06 -337 Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3202007 Actual ❑ Batch Weights /Cubic Yard 517# 1480# 1860# 7/8" Air % Conc.Temp Ambient Truck Ticket C 231 C 1064 Temp No. No. 43 °F 78 182865 Air % Range: Initial Curing Temp: Exduding ASTM C21 -1x1.2 REINFORCING / PLACEMENT: Conforms ® Does Not Conform ❑ Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 129,270 4810 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60646 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to re- inspect the non conformance items from report# 60636. After reinspection all 4/3/2007 non conforming items are now in conformance to approved plans engineer RFrs andAWS ULT. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission front our flan Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADM/N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 60647 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project Southcenter Square Pemlit Number. D06337 Address: 1700 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC —SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to reinspect the non conformance items from report# 60533. Non Conformance items 4/3/2007 are now as per engineer RFI and AWS D1.1. Conforms Also white on site I visually inspected the welds and the entrance cross beam. Weld were made using the SMAW process and performed by Christopher L. Mansfield, WABO# W0724 with an expiration date of 7/1/2007. Welds were as per engineer RFI and AWS D1.1. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADAM-83-01 (Rev 0503) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 56343 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. 006 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Ross Bogle 4/4/2007 Copies to: Owner X Architect X Engineer Work conforms to approved plans. Remarks Visual inspection of epoxied rebar #4-60 grade, Nucor mills at 18° on center for screen wall on south side of building 'South °, into existing footing hole for additional rebar drilled to 5" depth was blown, clean blushed and blown before epoxy applied. The epoxy used was Hilti -150 with an expiration date of 5, 6 and 9/2007. X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or repotted and le the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 8747 M.L. King Way 5., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - Fax (208) 723 - 2221 Form No.: ADMIN -83-01 (Rev 0503) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. Project: Address: Date: Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients' Mix No./Type: Mortar temp: Date Constructed: Date Grouted: 06-683 Report Number: 61087 Permit Number: Southcenter Square 17200 Southcenter Parkway, Tukwila 3/7/2007 Type of Inspection: Periodic r‘ plans Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted Masonry Units/Blocks Grout: Mortar: Weather & Mean Daily Temp: Light rain, 51 °F Date Samples Picked Up: 3/9/2007 Other Test Methods / Standards Used: 3/7/2007 Block/Unit Supplier. Number of Sample Samples Size 1 -5 6 "x8 "x16" Specimen Test Age Size Area No./Type Date (Days) (Sg.in.) Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant MASONRY REPORT Client: Address: Inspector: Description 1 Location Continuous ❑ on site to inspect resteel and grout for south wall 6" CMU firs 5' lift. per approved Yes Date: 3/7/2007 Positioners in Place: No 60 Manufacturer: Nucor Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 0370030 Grout Supplier: Miles Grout Preparer: 61 Grout Slump: 8" Method of Consolidation: 2160# sand, 870 pea gravel, 658# cement, 317# water Mortar Information (ASTM C270 ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) 3/7/2007 Constructed By (mason): Mike Comments Wig Properties LLC - SS 4811 134 Place SE, Bellevue John Reeder Mutual Block/Unit Type: Specified Ambient Strength (psi) Temp 2000 51°f GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibility: Protection Methods: Miles Vibration Truck No. M096 D06 -337 Ticket No. 181745 REINFORCING / PLACEMENT: Conforms X Does Not Conform Max Load Strength Tested in general Weight If b) (psi) accordance with ASTM C 39 ASTM C 109 ASTM C 1019 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our fine is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM/N -72 -03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08 -883 Report No.:81087 Number of Grouted Prisms: Number of Ungrouted Prisms: Number of Bed Joints: Number of Units Used: Date Prisms Picked Up: Block / Unit Supplier Diameter of Spherical Seat: Required Upper Bearing Plate Thickness: Required Lower Bearing Plate Thickness: Prism Test Age No. Date fDaysl 1 4/4/07 28 2 4/4/07 28 3 4/4/07 28 4 4/4/07 28 5 4/4/07 28 Prism No. 1 Prism No. 4 MASONRY PRISM TEST REPORT Prism Information 5 Specified Strength (psi): 2000 Specified Strength (psi): 1 2 3/9/07 Max/min Temperature (1 " 48 hrs.): (excluding p efagoph 71.1.3) Unit Information Type of Unit: Compression Test Machine Information 13.0" Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: PRISM COMPRESSION TEST RESULTS Avg. Avg. Avg. Net Max Net Height/ Corrected Width Height Length Area Load Strength Thickness C/F Strength (in.) in in. in (Ib.) si Ratio (psi) 5.65 15.50 7.64 43.17 192,270 4450 2.74 1,05 4670 5.65 15.63 7.65 43.22 202,440 4680 2.77 1.06 4970 5.66 15.50 7.64 43.24 188,920 4370 2.74 1.05 4590 5.65 15.56 7.63 43.11 200,250 4650 2.75 1.05 4880 5.66 15.69 7.63 43.19 108,800 2520 2.77 1,06 2670 Sampling & Testing Methods Used: ASTM C 140, ASTM C 1314 Avg Compressive Strength of Prisms (psi): 4360 (excluding paragraph 5.11) Height to thickness correction factor from Table 1 of ASTM C 1314_ Photo / Sketch of Prism Failure Prism No. 2 Prism No. 5 Page 2 of 2 Prism No. 3 3.5" 5.5° 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -72-03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address* 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Description/Location: Building "E" loading dock walls between #4.5 to #6 on lines "A" and "B" and trash enclosure line "B" to "6.5" #1.5 and #3. Panel #39, #40, #38 and #37, Building for "N" Placed footings only (not panels). Rebar as per approved plans. Resteel Verified: Yes 3/1/2007 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number. 01550 Fine Agg. (lbs): 1470# Slump Spec: 4 " -5" Coarse Agg. (lbs/size): 1860# 7/8" W/C Ratio Spec: 0.480 Coarse Agg. (lbs/size): Air Spec: Coarse Agg. (lbs/size): Total Yards: 27 Fly Ash (lbs): Placed Via: Chute Water (lbs or gal): 275# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 12:40 pm 21 15 gal. 5" —% 70 °F 40 °F 019 181494 Weather: Overcast Date Samples Picked Up: 3/2/2007 Initial Curing Method: Copies to: ❑ Client © Contractor Architect © Building Dept ® Engineer 0 Batch Plant CONCRETE REPORT Report Number: RC43780 Permit Number: See Comments Slump Range Air % Range: Excluding ASIA C31- 12.1.5 Comments REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/8/07 7 6 x 12 28 25 29.09 96,620 3420 2 3/29/07 28 6 x 12 28.02 29.14 155,650 5560 3 3/29/07 28 6 x 12 28.02 29.09 152,830 5450 4• 3/29/07 28 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/1/2007 Initial Curing Temp: Excluding ABTA C31-10.7.2 David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADM1N - 62 - 03 (Rev 01/06) Page 1 of 1 "OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Inspector: Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Southcenter Square 17200 Southcenter Parkway, Tukwila Micah Ruoff Description /Location: Slab on grade for north road vault. Resteel Verified: Yes 3/5/2007 by Micah Ruoff Placement Data Miles 01550 4" N/A 53 Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 12:40 pm Weather Partly Cloudy Date Samples Picked Up: 3/6/2007 Specimen Test Number Date 1 3/12/07 2 4/2/07 3 4/2/07 4* 4/2/07 Copies to: ❑ Client V Architect Engineer Field Cure V Contractor ✓ Building Dept ✓ Batch Plant Age (Days) 7 28 28 28 Cubic Yards 21 CONCRETE REPORT Report Number: RC58357 Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): Size (In.) 6x12 6x12 6x12 Water Slump Added C 143 15 gal. 4 12" Grade: 60 Mfg: Cascade Area Weight (Sq.ln.) (Lbs.) 28.18 29 21 28.07 29 33 28 07 29.25 Discarded Tested in general accordance to: ASTMC39 Si] ASTMC617 ❑ ASTMC1231 V Technical Responsibility: Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE Bellevue Date: 3/5/2007 Actual ❑ Batch Weights /Cubic Yard 517# 1470# 1860# 7/8" Air% C 231 274# Conc.Temp C 1064 N/A 71 °F Air% Range: Initial Curing Temp: Ambient Truck Ticket Temp No. No. 58 °F 096 118569 Slump Range Initial Curing Method: Excluding ASTM C31- 12.1.5 Excluding ASTM C31-10.1.2 Comments REINFORCING / PLACEMENT: Conforms V Does Not Conform ❑ COMPRESSIVE TEST RESULTS Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 87,240 3100 131,890 4700 134,920 4810 David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO-4 -US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: John Reeder CONCRETE REPORT Report Number: RC61084 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/6/2007 Description/Location: On site to inspect resteel and concrete placed at loading dock retaining wall south end building E per approved plans and engineers drawings dated 3/6/2007 Resteel Verified: Yes 3/6/2007 by John Reeder Grade: 60 Mfg Cascade Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 470# Type: VII Mix Number: 0150A Fine Agg. (lbs): 1370# Slump Spec: 3 "- 1" Coarse Agg. (Ibs/size): 1860# 7/8" W/C Ratio Spec: 0.560 Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 12 Fly Ash (lbs): Placed Via: Tailgate Water (lbs or gal): 267# Consolidated: Yes Admixtures (specify): 2.45 oz. MBAE 90 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water. Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added: C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 10:30 am 11 11 gal. 4" 5.1% 62 °F 40 °F M019121312 Weather: Clear Slump Range Air % Range: Date Samples Picked Up: 3/7/2007 Initial Curing Method: Exd"dingASTM1C31- 12.1.5 Initial Curing Temp: ExdudingASTM C31- 10.1.2 Comments Vibrating roller ran next to cure box with cylinder in it for about 4 minutes. REINFORCING / PLACEMENT: Conforms ® Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/13/07 7 6 x 12 28.08 28 9 100,060 3560 2 4/3/07 28 6 x 12 28.07 28.85 124,190 4420 3 4/3/07 28 6 x 12 28.07 28.97 128,590 4580 4* 4/3/07 28 • = olscarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Copies to: ❑ Client ® Contractor Architect ® Building Dept ® Engineer ® Batch Plant Technical Responsibility: ASTMC1231 David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888.OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 'OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Dusty Johnston CONCRETE REPORT Report Number: RC59241 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/9/2007 Description /Location: Northwest detention vault walls on site to inspect concrete placement at detention walls on northwest walls. Tested concrete temperature, slump and cast cylinders on site. Resteel Verified: Yes 3/9/2007 by Dusty Johnston Grade: 60 Mfg: Cascade Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 470# Type: 1/0 Mix Number: 01550 Fine Agg. (lbs): 1520# Slump Spec: 5" Coarse Agg. (lbs/size): 1860# 7/8" Slag (lbs): W/C Ratio Spec: 0.540 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. Obs/size): Total Yards: 3 Fly Ash (Ibs): Placed Via: Pump Water (Ibs or gal): 270# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air% Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 11:45 am 11.00 10 gal. 5" N/A 64 °F 50 °F M018181884 Weather: Cloudy Date Samples Picked Up: 3/12/2007 Initial Curing Method: Slump Range Air % Range: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 3/16/07 7 6 x 12 28.19 28.96 92,310 3280 2 4/6/07 28 6 x 12 28 07 29.74 123,240 4390 3 4/6/07 28 6 x 12 28.07 29.09 121,090 4310 4* 4/6/07 28 6 x 12 28.07 0 0 0 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client © Architect • Engineer • Contractor • Building Dept ® Batch Plant Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in hill, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 'OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -883 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Admixtures: 0.50 oz. Calcium Specimen Number 1 Copies to: ❑ Client © Contractor Architect © Building Dept ® Engineer © Batch Plant CONCRETE REPORT Report Number: RC33246 Permit Number: D08 -337 Description/Location: Closure slab building "E" line #7 from line "D" to "G" and #4 to #7 on line "G ". Rebar as per plans. Resteel Verified: Yes 3/22/2007 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 517# Mix Number: 02550 Fine Agg. (Ibs): 1480# Slump Spec: 4 " -5" Coarse Agg. (Ibs/size): 1860# 7/8" W/C Ratio Spec: 0.450 Coarse Agg. (Ibs/size): Air Spec: N/A Coarse Agg. (Ibs/size): Total Yards: 74 Fly Ash (Ibs): Placed Via: Chute Water (Ibs or gal): 262# Consolidated: No Admixtures (specify): 31 oz. Polyheed 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air X Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:15 am 20 15 gal. 512" N/A 68 °F 46 °F 048 182510 Weather: Inside Slump Range Date Samples Picked Up: 3/23/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 initial Curing Temp: ExclWingASTM C31- 10.1.2 Comments COMPRESSIVE TEST RESULTS REINFORCING / PLACEMENT: Conforms 0 Does Not Conform ❑ Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 3/29/07 7 6 x 12 28.02 29.04 130,130 4640 • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/22/2007 Air % Range: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 886.OTTO -4-US - Fax (206) 723 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description / Location: Grouting under tilt up panels building N, last 5 column in "S" last 6 panels. Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed: 9 Specified Strength (psi): 4000 Sampling and Casting of Samples ASTM C31,C Cast Samples: 1 -3 Weather: Cloudy Date Samples Picked Up: 3/12/2007 Other Test Methods / Standards Used: Specimen Test Number Date 1 3/16/07 2 4/6/07 3 4/6/07 Copies to: Owner x Architect x Engineer 06-683 Southcenter Square 17200 Southcenter Parkway, Tukwila 3/9/2007 Field Cure x Contractor x Building Dept. x Batch Plant Manufacturer: Age (Days) 7 28 28 Report Number. GROUT REPORT Client: Address: Inspector. Batch Weights Cement (type/lbs.): 846# I/II Water (lbs./gal): 250# Fine Agg. (lbs.): 2400# Admixtures (specify) Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic Flow Grout . Ambient Truck Yards ASTM C939 Temp Temp No. - 8 60 °F 50 °F 088 Comments 45880 revised Permit Number: D06 -416, D06.457 Wig Properties LLC -SS 4811 134 PI SE, Bellevue, WA 98006 Dusty Johnson Ticket No. 118593 REINFORCING / PLACEMENT: Conforms x Does Not Conform TEST RESULTS Size Area Max Load Strength Type of Fracture Ma (Sa.ln.) Weight (Lbs.) fgQ (other than cone) 2.02x2.01 4.06 .66# 27,990 6890 2.01x2.02 4.06 .67# 38,460 9470 2.00x2.02 4.04 .66# 38,290 9480 Tested in general accordance to: ASTM C39 _ ASTM C78 _ ASTM C109 x ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Technical Responsibility: David Lyal, Technical Director ASTM C1231 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -71 -03 (Rev 07/05) April 9, 2007 City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Project: Southcenter Square Building E Permit Number Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Welding 4. Epoxy grouting 5. Grout under panels/columns Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Suoan eeei)Ccu -mom Susan Rosenau -Moser Vice President Fax c: Wig Properties Attn: Mike Weflen OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 8747 M. L King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVE OR 1.1 1(3;;1 coMM$ 06 -384 DEIEL OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55706 Description: Reinforcing Steel Conforms CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility X Engineer REC E:VEC APR 0 2 20 0 7 CO MMUNITY DE VEL OPIIB E N T Project: Southcenter Square Permit Number. 006 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Rick Hardy Performed visual inspection of structural steel welding on the following: 3/8/2007 North building, cast in place panels #1 through #40 to footing as per details on S.1.1, 81.2 and 81.3. All welds conform to AWS D1.1 -2006 and approved plans and contract documents. Certified WABO welder Andrew Gauthier, card# W073559, with an expiration date of 10/2007. David Lyal, Technical Director This report applies only to the gems tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 8747 M.L. ling Way S., Seattle, Washington 98118 - Phone (206) 725 - 4800 or 1 888 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57183 Description: Reinforcing Steel Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 Client Wig Properties LLC - SS Client Address: 4811 134'" Place SE, Bellevue Inspector and Date Remarks Micah Rouff Inspected resteel only for building 'S" trash enclosure footing and north side pier footings, as well as 3/15/2007 north road vault lid. Resteel is grade 60, marked by Cascade X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) Test No. Building Floor Number Location 1 E Roof West face, angle support, south end 2 E Roof West face, angle support, mid span 3 E Roof West face, angle support, north end 4 5 6 7 8 9 10 11 12 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 57266 Technician(s) and Date PULL TEST REPORT Project: Southcenter Square Permit Number: D06 - 337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 - 683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Remarks Micah Ruoff Performed pull tests at the designated locations. Our defined scope of services included a total of 3 2/19/2007 pull tests; all performed in general accordance with ASTM E488 (Section 8.4.1). Please refer to the attached tables 1 and 2 which provide the identification layout and testing analysis. Table 1- Test Location Identification Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way 5., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -75-03 (Rev 04/06) Test No. Boit Size & Length Exposed Embedment Depth Epoxy or Wedge Gauge Reading (psi) Applied Load (Ibs) Static Load Test Observation Notes (per ASTM E488 Sec. # 8) Bolt Installation Inspected (YIN) 1 5/874' Not inspected Epoxy 1000 3000 Pass N 2 518'/4" Not inspected Epoxy 1000 3000 Pass N 3 5/874' Not inspected Epoxy 1000 3000 Pass N 4 5 8 7 8 9 10 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06853 Report No.: 51266 Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN-75-03 (Rev 04/06) Temperature at time of testing: 1 47 °F Pull Test Report Table 2 - Analysis Data Engineer Requirements Load: 3000 I Duration: 5 minutes Pull to Failure: No OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06853 Report No.: 51266 Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN-75-03 (Rev 04/06) Temperature at time of testing: 1 47 °F Pull Test Report Table 2 - Analysis Data Field Equipment Pump* 5510 Gauge* 5126 Ram #: 10 ton OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06853 Report No.: 51266 Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN-75-03 (Rev 04/06) Temperature at time of testing: 1 47 °F Pull Test Report Table 2 - Analysis Data OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Supplier: Miles Mix Number: 01550 Slump Spec. 5 °±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 253 Placed Via* Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1 -5 Cast Samples: 6 -9 Used hold cylinder for 5 day break. Other Test Methods / Standards Used: See attached for additional test results Conies to: CONCRETE REPORT Job Number: 06-683 Report Number: 44731 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Wayne Barker Date: 2/21/2007 Description /Location: Tilt up panels at building N, 14 through 23, east end of north building footings. Resteel verified: By Micah Ruoff on 2/19/2007, report #57267 Grade: Manufacturer: Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs./type): 528# I - II Fine Agg. (Ibs): 1549# Coarse Agg. (Ibs/size): 1919# %" Coarse Agg. (Ibs /size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 138# Hot Admixtures (specify): Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 7:30 73 0 gal. 5" - 65 °F 40 °F MO23 181036 9:20 195 Ogal. 5'/" - 66 °F 50 °F M752 118451 Weather: Mostly Clear Slump Range: 5" - 5'/" Date Samples Picked Up: 2/22/2007 Initial Curing Method: Exanding ASTM C31 - 12.1.5 Comments Air % Range: -- Initial Curing Temp: Excluding ASTM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Supplier: Miles Mix Number: 01550 Slump Spec. 5 °±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 253 Placed Via* Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1 -5 Cast Samples: 6 -9 Used hold cylinder for 5 day break. Other Test Methods / Standards Used: See attached for additional test results Conies to: CONCRETE REPORT Job Number: 06-683 Report Number: 44731 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Wayne Barker Date: 2/21/2007 Description /Location: Tilt up panels at building N, 14 through 23, east end of north building footings. Resteel verified: By Micah Ruoff on 2/19/2007, report #57267 Grade: Manufacturer: Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs./type): 528# I - II Fine Agg. (Ibs): 1549# Coarse Agg. (Ibs/size): 1919# %" Coarse Agg. (Ibs /size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 138# Hot Admixtures (specify): Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 7:30 73 0 gal. 5" - 65 °F 40 °F MO23 181036 9:20 195 Ogal. 5'/" - 66 °F 50 °F M752 118451 Weather: Mostly Clear Slump Range: 5" - 5'/" Date Samples Picked Up: 2/22/2007 Initial Curing Method: Exanding ASTM C31 - 12.1.5 Comments Air % Range: -- Initial Curing Temp: Excluding ASTM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06-883 Report No.:44731 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Su.In.1 Weiaht (Lbs.) si (other than cone) 1 2/28/07 7 6x12 28.01 29.42# 106,020 3790 2 3 4 5 2/26/07 X 5 6x12 28.29 29.10# 68,350 2420 6 2/28/07 7 6x12 28.01 29.51# 82,150 2930 7 8 9 2/26/07 5 6x12 28.29 29.44# 63,240 2240 Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: GROUT REPORT Project: Southcenter Square Client: Wig Properties LLC -SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 PI SE, Bellevue, WA 98006 Date: 3/9/2007 Inspector. Dusty Johnson Description / Location: Grouting under tilt up panels building N, last 5 column in "S" last 6 panels. Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed: 9 Specified Strength (psi): 4000 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Weather: Cloudy Date Samples Picked Up: 3/12/2007 Other Test Methods / Standards Used: Specimen Number 1 Copies to: Owner x Architect x Engineer Test Field Date Cure 3/16/07 x Contractor x Building Dept. x Batch Plant Manufacturer: Age (Days) 7 Batch Weights Cement (type/lbs.): 846# I /11 Water (Ibs. /gal): 250# Fine Agg. (Ibs.): 2400# Admixtures (specify) Coarse Agg. (sizeAbs.): Coarse Agg. (size/Ibs.): Cubic Flow Grout Ambient Truck Yards ASTM C939 Temp Temp No. 8 60 °F 50 F 088 Comments 45880 Technical Responsibility: Permit Number: Tested in general accordance to: ASTM C39 ASTM C78 _ ASTM C109 x ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 David Lyal, Technical Director D06 - 337 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 FORir No.: ADM /N -71-03 (Rev 07/05) Ticket No. 118593 REINFORCING / PLACEMENT: Conforms x Does Not Conform TEST RESULTS Size Area Max Load Strength Type of Fracture (In.) fSg.ln.) Weight (Lbs.) (psi) (other than cone) 2.02x2.01 4.06 .66# 27,990 6890 ASTM C1231 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Inspector: Southcenter Square 17200 Southcenter Parkway, Tukwila Wayne Barker Description /Location: Tilt up panels at building N, 14 through 23, east end of north building footings. Resteel verified: By Micah Ruoff on Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 5" ±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 253 Placed Via: Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 Sampling and Testing Data ASTM C172,C31 Cast Samples: 1 -5 Cast Samples: 6-9 Used hold cylinder for 5 day break. Other Test Methods / Standards Used: Time Made 7:30 9:20 See attached for additional test results Copies to: CONCRETE REPORT Report Number: Client: Address: Date: 44731 2/19/2007, report #57267 Design ® Actual ❑ Cement (lbs./type): 528# I -11 Fine Agg. (lbs): 1549# Coarse Agg. (lbs/size): 1919#'/.° Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 138# Hot Admixtures (specify): Cubic Yards 73 195 Water Added 0 gal. 0 gal. Slump C143 5" 5 '/" Air % C 231 Weather: Mostly Clear Slump Range: 5" - 5%" Date Samples Picked Up: 2/22/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Comments Technical Responsibility: Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 2/21/2007 Grade: Manufacturer: Batch Weights /Cubic Yard Conc. Temp C 1064 65 °F 66 °F Ambient Temp 40 °F 50 °F Air % Range: Initial Curing Temp: REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1. 888 OTTO - 4 - US - Fax (206) 723 - 2221 Fomi No.: ADMIN- 62c -04 (Rev 09/06) Truck No. MO23 M752 D06 -337 Ticket No. 181036 118451 Excluding ASTM C31 - 10.1.2 Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Inspector: Southcenter Square 17200 Southcenter Parkway, Tukwila Wayne Barker Description /Location: Tilt up panels at building N, 14 through 23, east end of north building footings. Resteel verified: By Micah Ruoff on Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 5" ±1" W/C Ratio Spec: 0.454 Air Spec: Total Yards: 253 Placed Via: Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 Sampling and Testing Data ASTM C172,C31 Cast Samples: 1 -5 Cast Samples: 6-9 Used hold cylinder for 5 day break. Other Test Methods / Standards Used: Time Made 7:30 9:20 See attached for additional test results Copies to: CONCRETE REPORT Report Number: Client: Address: Date: 44731 2/19/2007, report #57267 Design ® Actual ❑ Cement (lbs./type): 528# I -11 Fine Agg. (lbs): 1549# Coarse Agg. (lbs/size): 1919#'/.° Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 138# Hot Admixtures (specify): Cubic Yards 73 195 Water Added 0 gal. 0 gal. Slump C143 5" 5 '/" Air % C 231 Weather: Mostly Clear Slump Range: 5" - 5%" Date Samples Picked Up: 2/22/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Comments Technical Responsibility: Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 2/21/2007 Grade: Manufacturer: Batch Weights /Cubic Yard Conc. Temp C 1064 65 °F 66 °F Ambient Temp 40 °F 50 °F Air % Range: Initial Curing Temp: REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1. 888 OTTO - 4 - US - Fax (206) 723 - 2221 Fomi No.: ADMIN- 62c -04 (Rev 09/06) Truck No. MO23 M752 D06 -337 Ticket No. 181036 118451 Excluding ASTM C31 - 10.1.2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing southcenter Square Job No.: 06-683 Report No.:44731 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days' (In.) (Sa.ln.) Weight (Lbs.1 s( (other than cone) 1 2/28/07 7 6x12 28.01 29.42# 106,020 3790 2 3/21/07 28 6x12 28.19 29.37# 156,670 5560 3 3/21/07 28 6x12 28.19 29.49# 164,120 5820 4* 5 2/26/07 X 5 6x12 28.29 29.10# 68,350 2420 6 2/28/07 7 6x12 28.01 29.51# 82,150 2930 7 3/21/07 28 6x12 28.19 29.43# 135,790 4820 8 3/21/07 28 6x12 28.19 29.58# 136,800 4850 9 2/26/07 5 6x12 28.29 29.44# 63,240 2240 *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description/Location: Slab on grade for north road vault. Resteel Verified: Yes 3/5/2007 by Micah Ruoff Grade: 60 Mfg: Cascade Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number: 01550 Fine Agg. (lbs): 1470# Slump Spec: 4" Coarse Agg. (Ibs /size): 1860# 7/8" W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 53 Fly Ash (lbs): Placed Via: Pump Water (Ibs or gal): 274# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubi.. Water Slump Air% Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 12:40 pm 21 15 gal. 41/2" N/A 71 °F 58 °F 096 118569 Weather: Partly Cloudy Date Samples Picked Up: Specimen Number 1 Copies to: ❑ Client © Contractor Architect 0 Building Dept Engineer ® Batch Plant 19 CONCRETE REPORT Report Number: RC58357 Permit Number: D06 -337 Slump Range 3/6/2007 Initial Curing Method: E xcludin g ASTM C31- 12.1.5 Comments • = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 3/5/2007 Air % Range: Initial Curing Temp: Excluding ASTM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (In.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 3/12/07 7 6 x 12 28.18 29 21 87,240 3100 Technical Responsibility: _ David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723-2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: John Reeder Description /Location: On site to inspect resteel and concrete placed at loading dock retaining wall south end building E per approved plans and engineers drawings dated 3/6/2007 Resteel Verified: Yes 3/6/2007 by John Reeder Grade: 60 Mfg: Cascade Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 470# Type: 1N Mix Number: 0150A Fine Agg. (Ibs): 1370# Slump Spec: 3"- 1" Coarse Agg. (Ibs /size): 1860# 7/8" W/C Ratio Spec: 0.560 Coarse Agg. (Ibs/size): Air Spec. N/A Coarse Agg. (Ibs/size): Total Yards: 12 Fly Ash (Ibs): Placed Via: Tailgate Water (Ibs or gal): 267# Consolidated: Yes Admixtures (specify): 2.45 oz. MBAE 90 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 10:30 am 11 11 gal. 4" 5.1% 62 °F 40 °F M019121312 Weather: Clear Slump Range Air % Range: Date Samples Picked Up: 3/7/2007 Initial Curing Method: Excluding ASTM C31-12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments Vibrating roller ran next to cure box with cylinder in it for about 4 minutes. REINFORCING / PLACEMENT: Conforms ® Does Not Conform ❑ Specimen Number 1 Copies to: ❑ Client ® Contractor Architect © Building Dept © Engineer 0 Batch Plant CONCRETE REPORT Report Number: RC61084 Permit Number: D06 -337 COMPRESSIVE TEST RESULTS Client: Wig Properties LLC - SS Address 4811 134th Place SE, Bellevue Date: 3/6/2007 Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 3113/07 7 6 x 12 28.08 28.9 100,060 3580 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Technical Responsibility: ASTMC1231 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Dusty Johnston Description/Location: Northwest detention vault walls on site to inspect concrete placement at detention walls on northwest walls. Tested concrete temperature, slump and cast cylinders on site. Resteel Verified: Yes 3/9/2007 by Dusty Johnston Grade: 60 Mfg: Cascade Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 470# Type: 1/11 Mix Number: 01550 Fine Agg. (lbs): 1520# Slump Spec: 5' Coarse Agg. (lbs/size): 1860# 7/8" W/C Ratio Spec: 0.540 Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 3 Fly Ash (lbs): Placed Via: Pump Water (lbs or gal): 270# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 11:45 am 11 10 gal. 5" N/A 64 °F 50 °F M018181884 Weather: Cloudy Slump Range Air % Range: Date Samples Picked Up: 3/12/2007 Initial Curing Method: Excluding ASTM C31 -12.1.5 Initial Curing Temp: EX dud i ne ASTM C31- 10.1.2 Comments Specimen Number 1 Copies to: ❑ Client ® Contractor Architect 0 Building Dept © Engineer ® Batch Plant • CONCRETE REPORT Report Number: RC59241 Permit Number: D06 -337 REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 3/16/07 7 6 x 12 28.19 28.96 92,310 3280 • = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE Bellevue Date: 3/9/2007 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Description /Location: Closure strip wit tie beams for building "E" on line "G" from line #1 though #7, except for ramp area entrance to building interior. also pad on northeast comer of building. Rebar as per approved plans. Resteel Verified: Yes by Ross Bogle Grade' 60 Mfg: Nucor Placement Data Design 0 Actual (] Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number: 02550 Fine Agg. (lbs): 1480# Slump Spec: 4 " -5" Coarse Agg. (Ibs /size): 1860# 7/8" W/C Ratio Spec: 0.450 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 64 Fly Ash (lbs): Placed Via: Chute Water (lbs or gal): 262# Consolidated: Yes Admixtures (specify): 31 oz. Polyheed 997 Required Strength (psi): 3000 Sampling and Testing Data Time .Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:00 am 11 5 gal. 5 "" N/A 63 °F 44 °F 20 Weather: Partly Cloudy Date Samples Picked Up: Specimen Number 1 "= Discarded Copies to: ❑ Client 0 Contractor Architect © Building Dept © Engineer RI Batch Plant CONCRETE REPORT Report Number: RC33790 Permit Number: D06 -337 Slump Range 3/15/2007 Initial Curing Method: Excluding ASTM C31-12.1.5 Initial Curing Temp: Excluding ASTM C31n0 .1 .2 Comments REINFORCING / PLACEMENT: Conforms 0 Does Not Conform COMPRESSIVE TEST RESULTS Client: Wig Properties LLC - SS Address: 4811 134th Place SE Bellevue Date: 3/14/2007 Air % Range: Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 3/21/07 7 6 x 12 28.19 28.96 127,340 4520 Tested in general accordance to: ASTMC39 D ASTMC617 ❑ ASTMC1231 Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888- OTTO.4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 6TTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction inspection & Materials Testing RECEIVE Report Number. 57180 Description: Epoxy Grouting (Rebar) MAR 2 9 2001 CONSTRUCTION INSPECTION REPORT oP► E►+T Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Observed epoxy installation of #5 bar embedded 5' into east wall of building #E for tie into new wall. 3/5/2007 The epoxy used was Hilti Hit RE500. All holes were clean and dry prior to installation, total of 5 holes. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 8747 M.L tang Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55711 Description: Structural Steel Erection Conforms CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Rick Hardy Performed visual inspection of structural steel welding on the following: 3/8/2007 South building panel to panel connections, panels 1 through 39. Connections Type A, B, C, D, E, F, G, 11 and J as per details S1.1, S1.2 and 81.4. All welds conform to AWS D1.1 2008 and as per approved plans contract documents. Certified WABO welders cards on file in office. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our flnn is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55703 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Rick Hardy Performed visual inspection of reinforcing steel on: north vault in new right of way, northwest comer 3/8/2007 of site. Walls single mat, north, south, east and west as per details A, B, C /S2 and Si. Reinforcing inspected for size, type(S), grade (60) position and surface condition. Rebar is from Nucor Mill source. As per approved contract documents. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 Form No.: ADM/N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55703 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Rick Hardy Performed visual inspection of structural steel welding on the following: 3/8/2007 North building, cast in place panels #1 through #40 to footing as per details on S.1.1, S1.2 and S1.3. All welds conform to AWS D1.1 -2006 and approved plans and contract documents. Certified WABO welder Andrew Gauthier, card# W073559, with an expiration date of 10/2007. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility. X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888-0TTO - US - Fax (206) 723 - 2221 Form No.: ADMIN -83-01 (Rev 05403) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 61090 Description: Lateral Wood Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 08 -683 Client Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Conforms CONSTRUCTION INSPECTION REPORT Inspector and Date Remarks John Reeder On site to inspect south building roof diaphragm attachment from 2 to 12 / A to D per engineers faxed 3/12/2007 change titled roof diaphragm attachment. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. Kng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Font No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 61089 Description: Reinforcing Steel Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Project Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC — SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks John Reeder On site to inspect resteel for loading dock slab on grade at building E 2.4/A.8, steel is grade 60 from 3/12/2007 Nucor per approved plans. X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. Zing Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - Fax (206) 723 - 2221 Form No.: ADMIN -83-01 (Rev 05'03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Address: Date: Southcenter Square 17200 Southcenter Parkway, Tukwila 2/13/2007 Description / Location: Observed grouting under tilt -up panels and columns for Building "S" Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed 6 Specified Strength (psi): 4200 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Weather: Date Samples Picked Up: 2/14/2007 Other Test Methods / Standards Used: Copies to: Owner x Architect x Engineer x Contractor x Building Dept. x Batch Plant Report Number: Manufacturer. GROUT REPORT Cement (typeAbs.): Fine Agg. (lbs.): Coarse Agg. (sizeAbs.): Coarse Agg. (size/lbs.): Cubic Flow Yards ASTM C939 Client: Wig Properties LLC -SS Address 4811 134 PI SE, Bellevue, WA 98006 Inspector. Micah Ruoff Comments REINFORCING I PLACEMENT: Conforms x Does Not Conform TEST RESULTS 45511 Tested in general accordance to: ASTM C39 _ ASTM C78 _ ASTM C109 x ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Grout Temp 68 °F Permit Number: Batch Weights 846# Water (lbs./gal): 375# 2660# Admixtures (specify) 42 oz. MB100XR Ambient Temp 52 °F Truck No. 069 Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) fln.) fag .In.) Weight fLbs.) si (other than cone) 1 2/20/07 7 2.01x2.03 4.08 .65# 23,370 5730 2 3/13/07 28 2.01x2 4.02 .66# 31,740 7900 3 3/13/07 28 2.01x2.01 4.04 .66# 31,260 7740 David Lyal, Technical Director D06 -337 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm b strictly prohblted. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN - 71 - 03 (Rev 07/05) Ticket No. 180767 ASTM C1231 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector: Description/Location: Southcenter Square 17200 Southcenter Parkway, Tukwila Micah Ruoff Resteel verified: By Micah Ruoff on 2/14/2007 Placement Data Supplier: Miles Mix Number: 02600 Slump Spec: 5° W/C Ratio Spec: Air Spec: Total Yards: 610 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13 -16 Time Made 8:00 10:00 11:30 1:50 Weather: Cloudy/Rainy Date Samples Picked Up: 2/16/2007 Other Test Methods / Standards Used: See attached for additional test results Copies to: 06 -683 Report Number "S" building tilt up panels #'s 15, 16, 17, 18, 19, and 20. "N" building tilt up panels #'s 6, 8, 9, 10, 11, 12, 13, 29, 30, 31, 32, 33, 1, 2, 3, 4, 5, 7, 34, 35 and 40. "N" building perimeter footings from grid line "1" through "10 °. Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Cubic Yards 52 180 320 482 CONCRETE REPORT Water Added 15 gal. 10 gal. 15 gal. 0 gal. Client: Address: Date: Slump C143 5 " 4'/" 5'/:" 5 " Slump Range: 4'W -5'h" " Initial Curing Method: Excluding ASTM C31. 12.1.5 Comments 59054 Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 2/15/2007 D06 -337 Grade: 60 Manufacturer: Cascade Actual ❑ Batch Weights /Cubic Yard 564# I -I1 1430# 1860# 267# 17 oz. MB Polyheed 997 Air % C 231 Technical Responsibility: Conc. Temp C 1064 69 °F 71 °F 68 °F 71 °F Ambient Temp 49 °F 49 °F 49 °F 50 °F Air % Range: Initial Curing Temp: 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Fomr No.: ADMIN- 62c-04 (Rev 09/06) Truck No. 019 076 325 021 David Lyal, Technical Director Ticket No. 180867 118355 118370 118390 Excluding ASTM C31 - 10.1.2 REINFORCING 1 PLACEMENT: Conforms X Does Not Conform This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector: Description/Location: Southcenter Square 17200 Southcenter Parkway, Tukwila Micah Ruoff Resteel verified: By Micah Ruoff on 2/14/2007 Placement Data Supplier: Miles Mix Number: 02600 Slump Spec: 5° W/C Ratio Spec: Air Spec: Total Yards: 610 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13 -16 Time Made 8:00 10:00 11:30 1:50 Weather: Cloudy/Rainy Date Samples Picked Up: 2/16/2007 Other Test Methods / Standards Used: See attached for additional test results Copies to: 06 -683 Report Number "S" building tilt up panels #'s 15, 16, 17, 18, 19, and 20. "N" building tilt up panels #'s 6, 8, 9, 10, 11, 12, 13, 29, 30, 31, 32, 33, 1, 2, 3, 4, 5, 7, 34, 35 and 40. "N" building perimeter footings from grid line "1" through "10 °. Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Cubic Yards 52 180 320 482 CONCRETE REPORT Water Added 15 gal. 10 gal. 15 gal. 0 gal. Client: Address: Date: Slump C143 5 " 4'/" 5'/:" 5 " Slump Range: 4'W -5'h" " Initial Curing Method: Excluding ASTM C31. 12.1.5 Comments 59054 Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 2/15/2007 D06 -337 Grade: 60 Manufacturer: Cascade Actual ❑ Batch Weights /Cubic Yard 564# I -I1 1430# 1860# 267# 17 oz. MB Polyheed 997 Air % C 231 Technical Responsibility: Conc. Temp C 1064 69 °F 71 °F 68 °F 71 °F Ambient Temp 49 °F 49 °F 49 °F 50 °F Air % Range: Initial Curing Temp: 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Fomr No.: ADMIN- 62c-04 (Rev 09/06) Truck No. 019 076 325 021 David Lyal, Technical Director Ticket No. 180867 118355 118370 118390 Excluding ASTM C31 - 10.1.2 REINFORCING 1 PLACEMENT: Conforms X Does Not Conform This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Sou9,center Square Job No.: 06483 Report No.:59054 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date ure (Daysl. i.1 (Sg.In.) Weight (Lbs.) {psi} (other than cone) 1 2/20/07 5 6x12 28.00 29.34# 102,660 3670 2 3/15/07 28 6x12 28.08 29.34# 181,000 6450 3 3/15/07 28 6x12 28.08 29.38# 176,890 6300 4* 5 2/20/07 5 6x12 28.00 29.32# 105,130 3760 6 3/15/07 28 6x12 28.08 29.26# 172,540 6150 7 3/15/07 28 6x12 28.08 29.37# 172,820 6160 8* 9 2/20/07 5 6x12 28.00 29.19# 91,450 3270 10 3/15/07 28 6x12 28.08 29.15# 159,080 5670 11 3/15/07 28 6x12 28.08 29.34# 158,980 5660 12* 13 2/20/07 5 6x12 28.00 29.901E 93,260 3330 14 3/15/07 28 6x12 28.08 30.08# 156,530 5570 15 3/15/07 28 6x12 28.08 30.05# 159,940 5700 16* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Placement Data Supplier: Mires Mix Number: 01550 Slump Spec: 4 " -5" W/C Ratio Spec: 0.480 Air Spec: Total Yards: 27 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Specimen Number 1 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Copies to: ❑ Client Q Contractor Architect © Building Dept © Engineer © Batch Plant CONCRETE REPORT Report Number: RC43780 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134th Place SE Bellevue Inspector: Ross Bogle Date: 3/1/2007 Description/Location: Building "E" loading dock walls between #4.5 to #6 on lines "A" and "B" and trash enclosure line "B" to "B.5" #1.5 and #3. Panel #39, #40, #38 and #37, Building for "N" Placed footings only (not panels). Rebar as per approved plans. Resteel Verified: Yes 3/1/2007 by Ross Bogle Grade: 60 Mfg: Nucor Design © Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 517# Fine Agg. (lbs): 1470# Coarse Agg. (lbs/size): 1860# 7/8" Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (Ibs or gal): 275# Admixtures (specify): Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Made Yards Added C 143 C 231 C 1064 Temp No. No. 12:40 pm 21 15 gal. 5" —% 70 °F 40 °F 019 181494 Weather: Overcast Slump Range Air % Range: Date Samples Picked Up: 3/02/2007 Initial Curing Method: Excluding ASTM C31.12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 Comments REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.in.) (Lbs.) (Lbs.) (psi) (other than cone) 3/8/07 7 8 x 12 28.25 29.09 96,620 3420 Technical Responsibility: ASTMC1231 David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. Project Southcenter Square Client Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134"' Place SE, Bellevue Inspector. Tim Horton Date: 3)2/2007 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Manufacturer. Placement Data Design ® Actual ❑ Batch Weights/Cubic Yard Supplier. Miles Cement (Ibs./type): 564# NI Mix Number. 02600 Fine Agg. (Ibs): 1430# Slump Spec: 3' ±1' Coarse Agg. (Ibs/size): 1860# W/C Ratio Spec: 0.454 Coarse Agg. (Ibs/size): Air Spec: Slag Cement (Ibs): Total Yards: 134 Fly Ash (Ibs): Placed Via: Pump Water ()bs or gal): 320# Consolidated: Yes Admixtures (specify): 17 oz. MB Polyheed Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather. Slump Range: - Date Samples Picked Up: 3/5/2007 Initial Curing Method: Etuding ASTM C31 121.5 Comments Other Test Methods / Standards Used: Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s fSq.ln.) Weight fLbs.) si father than cone) 1 3/9/07 7 4x8 12.57 8.77# 50,700 4030 Tested in general accordance to ASTM C39 x ASTM 0109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Cooles to: CONCRETE REPORT 06 -683 Report Number: 67293 Permit Number: D06 -337 Time Cubic Water Slump Alr % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 11:08 51 7 gal. 4' - 59 °F 40 °F M096 118550 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility: Air % Range: Initial Curing Temp: ASTM C1231 x David Lyal, Technical Director Page 1 of 1 8747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 7232221 Form No.: ADMIN -620-04 (Rev 09/06) Excluding ASTM d1 - 101.2 This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of thls report, except In hill, without wrltten permission from our firm is strictly prohibited. Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. Project Southcenter Square Client Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134"' Place SE, Bellevue Inspector. Tim Horton Date: 3)2/2007 Description/Location: Tilt up panels #24, 25, 26, 27, 28, 37, 38, 39 and 40. Resteel was for panels #24, 25, 26, 27 and 28, only and was per approved plans. Resteel verified: By Tim Horton on 3/2/2007 Grade: Manufacturer. Placement Data Design ® Actual ❑ Batch Weights/Cubic Yard Supplier. Miles Cement (Ibs./type): 564# NI Mix Number. 02600 Fine Agg. (Ibs): 1430# Slump Spec: 3' ±1' Coarse Agg. (Ibs/size): 1860# W/C Ratio Spec: 0.454 Coarse Agg. (Ibs/size): Air Spec: Slag Cement (Ibs): Total Yards: 134 Fly Ash (Ibs): Placed Via: Pump Water ()bs or gal): 320# Consolidated: Yes Admixtures (specify): 17 oz. MB Polyheed Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather. Slump Range: - Date Samples Picked Up: 3/5/2007 Initial Curing Method: Etuding ASTM C31 121.5 Comments Other Test Methods / Standards Used: Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s fSq.ln.) Weight fLbs.) si father than cone) 1 3/9/07 7 4x8 12.57 8.77# 50,700 4030 Tested in general accordance to ASTM C39 x ASTM 0109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Cooles to: CONCRETE REPORT 06 -683 Report Number: 67293 Permit Number: D06 -337 Time Cubic Water Slump Alr % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 11:08 51 7 gal. 4' - 59 °F 40 °F M096 118550 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility: Air % Range: Initial Curing Temp: ASTM C1231 x David Lyal, Technical Director Page 1 of 1 8747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 7232221 Form No.: ADMIN -620-04 (Rev 09/06) Excluding ASTM d1 - 101.2 This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of thls report, except In hill, without wrltten permission from our firm is strictly prohibited. J-; , / OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 57265 Description: Epoxy- Grouted Anchor Bolts, Epoxy Grouting (Reber) Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Client: Wig Properties LLC — SS e ato R 1 Permit Number: D06 -337 Job Number: 06 -683 Client Address 4811 134 Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Observed epoxy installation of J -hook bolts embedded 3 W into south face of Building E for tie -in to 2/19/2007 masonry. Copies to: Owner X Architect X Engineer Observed epoxy installation of #4 bar embedded 4" into foundation at south side of building for tie into masonry. Epoxy used was Hilti HIT -RE 500. Holes were clean & dry prior to installation. Conforms X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Fonn No.: ADMIN -63 -01 (Rev 05/03) " OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57267 Description: Reinforcing Steel Project: Southcenter Square Permit Number: D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Micah Ruoff 2/19/2007 Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Remarks Inspected resteel only for tilt -up panels #15, 16, 17, 18, 19 20, 21, 22, & 23. Resteel is grade 60 from Cascade Mills. Conforms X Contractor X Building Dept. Technical Responsibil David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM /N -63 -01 (Rev 05/03) " OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 52380 Description: Epoxy Grouting (Reber) Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address' 4811 134 Place SE, Bellevue Inspector and Date Remarks Ross Bogle Made visual inspection of epoxied rebar for dowels at ramp wall, Building N, at line 4.5 on line A and 3/1/2007 trash enclosure, lines B to B.5 and 1.5 & 3. Rebar is 60 grade from Nucor, #5s. Hole depths 6 ". Holes blown, brushed, and blown before epoxy applied. Epoxy used: Hilti 555 (expires 06/2007). Work as per approved plans. Conforms X Contractor X Building Dept. Technical Responsibil David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: CONCRETE REPORT 06 -683 Report Number: 58164 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 130 Place SE, Bellevue Inspector: Darren Reid Date: 1/26/2007 Description /Location: Resteel and concrete placed for continuous footings with pads at Building "S° along A/10 -12, along 12/A -D.1, along °D" /12 -8, along 8/C.8 -E.1, along E/8 -5, along 5 /D.3 -F, along 1/B.7-F, along B.7/1 -1.3, along F/4.3 -1 (section left out due to electrical). Resteel verified: By John Reeder and Darren Reid Grade: 60 Manufacturer: Cascade, Nucor Placement Data Design 0 Actual ❑ Batch Weights /Cubic Yard Supplier. Miles Cement (Ibs./type): 470# I -II Mix Number: 1550 Fine Agg. (Ibs): 1520# Slump Spec: 4" ±1" Coarse Agg. (Ibs/size): 1860# % W/C Ratio Spec: .54 Coarse Agg. (Ibs/size): Air Spec. Slag Cement. (Ibs): Total Yards: 120 Fly Ash (Ibs): Placed Via: Pump Water (Ibs or gal): 271# Consolidated: Yes (vibration) Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:00 34 10 gal. 4" - 54 °F 44 °F M325 179886 Weather: Overcast with sun breaks Slump Range: - Date Samples Picked Up: 1/29/2007 Initial Curing Method: Exdud gASTM 12.1.5 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure laeyal Days (In) (So.In.) Weioht (Lbs.) fp0 Pother than cone) 1 2/2/07 7 6x12 2823 29.09# 93,430 3310 2 2/23/07 3 2/23/07 4* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Copies to: Owner X Contractor X Architect X Building Dept X Engineer X Batch Plant COMPRESSIVE TEST RESULTS 28 6x12 27.94 29.22# 158,210 5660 28 6x12 27.94 29.29# 157,560 5640 Technical Responsibility: Air % Range: Initial Curing Temp: Excluding ASTM C31 - 10.1.2 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Description/Location: Resteel verified: By Ross Bogle on Placement Data Supplier: Miles Mix Number: 02500 Slump Spec: 5" - 6" W/C Ratio Spec: 0.45 Air Spec: Total Yards: Placed Via: Ralph's Pump Consolidated: Yes (vibration) Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5-8 Cast Samples: 9-12 Cast Samples: 13 -16 Cast Samples: 17 -20 Time Made 6:30 8:30 10:15 1:15 3:05 Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: See attached for additional test results Copies to: Report Number: 1/30/2007 Design Cement (lbs./type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 42 183 312 484 620 CONCRETE REPORT Water Added 0 gal. 10 gal. 0 gal. 0 gal. 0 gal. Client: Address: Date: Rebar inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concrete tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. Slump C143 5° 6 ° 6° 6 ° 6 ° 43612 Permit Number: Grade: 60 Manufacturer: El Actual ❑ Batch Weights /Cubic Yard 564# I -11 1430# 1860#'/." 257# 17 oz. MB Polyheed 997 Air % C 231 Weather: Fog - Clear, cold, 30 °F -59 °F Slump Range: 5 "-6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: EXmhMingASTM C31 - 12.1.5 Comments REINFORCING / PLACEMENT: Technical Responsibility: Wig Properties LLC — SS 4811 134 Place SE, Bellevue 1/31/2007 Conc. Temp C 1064 70 °F 71 °F 70 ° F 61 °F 60 °F Ambient Temp 30 °F 32 °F 34 °F 59 °F 57 °F Air % Range: Initial Curing Temp: Truck No. 136 753 751 735 75 D06 -337 Excluding ASTM C31 - 10.1.2 Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN - 62c - 04 (Rev 09/06) Ticket No. 180113 180123 118252 118277 118292 Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Description/Location: Resteel verified: By Ross Bogle on Placement Data Supplier: Miles Mix Number: 02500 Slump Spec: 5" - 6" W/C Ratio Spec: 0.45 Air Spec: Total Yards: Placed Via: Ralph's Pump Consolidated: Yes (vibration) Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5-8 Cast Samples: 9-12 Cast Samples: 13 -16 Cast Samples: 17 -20 Time Made 6:30 8:30 10:15 1:15 3:05 Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: See attached for additional test results Copies to: Report Number: 1/30/2007 Design Cement (lbs./type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 42 183 312 484 620 CONCRETE REPORT Water Added 0 gal. 10 gal. 0 gal. 0 gal. 0 gal. Client: Address: Date: Rebar inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concrete tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. Slump C143 5° 6 ° 6° 6 ° 6 ° 43612 Permit Number: Grade: 60 Manufacturer: El Actual ❑ Batch Weights /Cubic Yard 564# I -11 1430# 1860#'/." 257# 17 oz. MB Polyheed 997 Air % C 231 Weather: Fog - Clear, cold, 30 °F -59 °F Slump Range: 5 "-6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: EXmhMingASTM C31 - 12.1.5 Comments REINFORCING / PLACEMENT: Technical Responsibility: Wig Properties LLC — SS 4811 134 Place SE, Bellevue 1/31/2007 Conc. Temp C 1064 70 °F 71 °F 70 ° F 61 °F 60 °F Ambient Temp 30 °F 32 °F 34 °F 59 °F 57 °F Air % Range: Initial Curing Temp: Truck No. 136 753 751 735 75 D06 -337 Excluding ASTM C31 - 10.1.2 Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN - 62c - 04 (Rev 09/06) Ticket No. 180113 180123 118252 118277 118292 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06-683 Report No.:43612 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Si Area Max Load Strength Type of Fracture Number Date ure Mani (In.) fag _11. Weiaht (Lbs.) fall !other than cone) 1 2/7/07 7 6x12 28.21 29.19# 140,110 4970 2 2/28/07 28 6x12 28.01 28.91# 186,800 6670 3 2/28/07 28 6x12 28.01 29.30# 182,790 6530 4 2/5/07 5 6x12 28 24 28.99# 83,730 2965 5 2/7/07 7 6x12 28 21 29.07# 126,270 4480 6 2/28/07 28 6x12 28.01 29.21# 179,040 6390 7 2/28/07 28 6x12 28.01 28.16# 183,740 6560 8 2/5/07 5 6x12 28 24 28.93# 84,470 2990 9 2/7/07 7 6x12 28.21 29.18# 121,150 4300 10 2/28/07 28 6x12 28.01 29.30# 167,210 5970 11 2/28/07 28 6x12 28.01 29.12# 174,750 6240 12 2/5/07 5 6x12 28.24 28.97# 82,900 2940 13 2/7/07 7 6x12 28 21 29.08# 126,060 4470 14 2/28/07 28 6x12 28.01 29.34# 179,450 6410 15 2/28/07 28 6x12 28.01 29.36# 176,500 6300 16 3/1/07 X 29 6x12 28.11 28.32# 132,630 4720 17 2/7/07 7 6x12 28.21 28.86# 102,840 3650 18 2/28/07 28 6x12 28.01 29.17# 166,950 5960 19 2/28/07 28 6x12 28.01 29.02# 162,010 5780 20 3/1/07 X 29 6x12 28.11 28 20# 118,940 4230 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 ` OTTO ROSENAU &ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materlals Testing See attached for additional test results Conies to: CONCRETE REPORT Job Number: 06-683 Report Number: 43612 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address* 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Ross Bogle Date: 1/31/2007 Description /Location: Rebar inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concret tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. Resteel verified: By Ross Bogle on 1/30/2007 Grade: 60 Manufacturer: Placement Data Design ® Actual 0 Batch Weights /Cubic Yard Supplier: Miles Cement (lbs./type): 564# I -II Mix Number: 02500 Fine Agg. (lbs): 1430# Slump Spec: 5" - 6° Coarse Agg. (lbs/size): 1860#'/: W/C Ratio Spec: 0.45 Coarse Agg. (lbs/size): Air Spec: Slag Cement. (lbs): Total Yards: - Fly Ash (lbs): Placed Via: Ralph's Pump Water (lbs or gal): 257# Consolidated: Yes (vibration) Admixtures (specify): 17 oz. MB Polyheed 997 Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 6:30 42 0 gal. 5" - 70 °F 30 °F 136 180113 Cast Samples: 5 -8 8:30 183 10 gal. 6" - 71 °F 32 °F 753 180123 Cast Samples: 9-12 10:15 312 0 gal. 6" - 70 °F 34 °F 751 118252 Cast Samples: 13 -16 1:15 484 0 gal. 6" - 61 °F 59 °F 735 118277 Cast Samples: 17 -20 3:05 620 0 gal. 6" - 60 °F 57 °F 75 118292 Weather: Fog - Clear, cold, 30 ° F -59 ° F Slump Range: 5 "-6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: Excluding ASTM C31. 12.1.5 Comments Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: Air % Range: Initial Curing Temp: Excluding ASTM C31 - 10.1.2 David Lye', Technical Director This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Owner - X Contractor X Architect X Building Dept. X Engineer X Batch Plant ` OTTO ROSENAU &ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materlals Testing See attached for additional test results Conies to: CONCRETE REPORT Job Number: 06-683 Report Number: 43612 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address* 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Ross Bogle Date: 1/31/2007 Description /Location: Rebar inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concret tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. Resteel verified: By Ross Bogle on 1/30/2007 Grade: 60 Manufacturer: Placement Data Design ® Actual 0 Batch Weights /Cubic Yard Supplier: Miles Cement (lbs./type): 564# I -II Mix Number: 02500 Fine Agg. (lbs): 1430# Slump Spec: 5" - 6° Coarse Agg. (lbs/size): 1860#'/: W/C Ratio Spec: 0.45 Coarse Agg. (lbs/size): Air Spec: Slag Cement. (lbs): Total Yards: - Fly Ash (lbs): Placed Via: Ralph's Pump Water (lbs or gal): 257# Consolidated: Yes (vibration) Admixtures (specify): 17 oz. MB Polyheed 997 Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 6:30 42 0 gal. 5" - 70 °F 30 °F 136 180113 Cast Samples: 5 -8 8:30 183 10 gal. 6" - 71 °F 32 °F 753 180123 Cast Samples: 9-12 10:15 312 0 gal. 6" - 70 °F 34 °F 751 118252 Cast Samples: 13 -16 1:15 484 0 gal. 6" - 61 °F 59 °F 735 118277 Cast Samples: 17 -20 3:05 620 0 gal. 6" - 60 °F 57 °F 75 118292 Weather: Fog - Clear, cold, 30 ° F -59 ° F Slump Range: 5 "-6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: Excluding ASTM C31. 12.1.5 Comments Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: Air % Range: Initial Curing Temp: Excluding ASTM C31 - 10.1.2 David Lye', Technical Director This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) ` OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08 -663 Report No.:43612 Specimen Test Field Number Date Cure 1 2/7/07 2 2/28/07 3 2/28/07 4 2/5/07 5 2/7/07 6 - 2/28/07 7 2/28/07 8 2/5/07 9 2/7/07 10 2/28/07 11 2/28/07 12 2/5/07 13 2/7/07 14 2/28/07 15 2/28/07 16* 17 2/7/07 18 2/28/07 19 2/28/07 20* *Discarded Tested in general accordance to CONCRETE REPORT COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture (Days2 (In.) (So.ln.) Weight (Lbs.) lath jother than cone) 7 6x12 28.21 29.19# 140,110 4970 28 6x12 28.01 28.91# 186,800 6670 28 6x12 28.01 29.30# 182,790 6530 5 6x12 28.24 28.99# 83,730 2965 7 6x12 28 21 29.07# 126,270 4480 28 6x12 28.01 29.21# 179,040 6390 28 6x12 28.01 28.16# 183,740 6560 5 6x12 28 24 28.93# 84,470 2990 7 6x12 28.21 29.18# 121,150 4300 28 6x12 28.01 29.30# 167,210 5970 28 6x12 28.01 29.12# 174,750 6240 5 6x12 28.24 28.97# 82,900 2940 7 6x12 28 21 29.08# 126,060 4470 28 6x12 28.01 29 34# 179,450 6410 28 6x12 28.01 29.36# 176,500 6300 7 6x12 28 21 28 6x12 28.01 28 6x12 28.01 28.86# 29.17# 29.02# 102,840 166,950 162,010 ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F 3650 5960 5780 ASTM C1231 x Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO-4-US — Fax (206) 723 -2221 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57258 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 OMmthy 7y D EVELOPMENT Address 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Inspected resteel only for tilt up panels 2/13/2007 "S" building: panels #'s 15, 16, 17, 18, 19 and 20 Copies to: Owner X Architect X Engineer "N" building: panels #'s 6, 8, 9, 10, 11, 12, 13, 29, 30, 31, 32 and 33. Resteel #'s grade 60 marked by Nucor Conforms X Contractor X Building Dept. Technical Responsibil RECEIVED MAR 0 5 2007 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 60560 Description: Structural Steel Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the welding for building "S ". The welds that I visually inspected were for the 2/13/2007 ledger to panel, joist to girder, girder to column, and joist to ledger connections between gridlines C- F, 1 -8. Welds were made using the SMAW process. Welders were James R. Owens, WABO card# W04657 with an expiration date of 10/1//2007 and Daniel E. Donovan, WABO card# W05332 with an expiration date of 7/1/2007. Welds were visually as per approved plans and AWS D1.1. Also while on site I visually inspected the panel to footing welds on all panel expect panel numbers 15 -20. Welds were made using the SMAW process. Welders were Andrew P. Gauthier, WABO# W07359 with an expiration date of 10/1/2007 and Lloyd J. Green, WABO# W04604 with an expiration date of 10/1/2007. Welds were visually as per approved plans, verbal engineer direction with written RFI to follow, and AWS D1.1. Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Conforms, pending engineers written approval, with the exception of panels 15 -20. X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Report Number: 60563 Description: Structural Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number: 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134'" Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the welding for building S. The welds that I visually inspected were for the 2/14/2007 ledger to panel, joist to girder, girder to column, and joist to ledger connections between gridlines ,A- C, 1 -9 and C -D, 8 -9. Welds were made using the SMAW process. Welders were James R. Owens, WABO card# W04657 with an expiration date of 10/1/2007 and Daniel E. Donovan, WABO card# W05332 with an expiration date of 7/1/2007. Welds were visually as per approved plans and AWS D1.1. Also while on site I inspected the reinforcing steel for the following panel on building "N "; 1, 40, 3, 5, 4, 35, 2, 34, and 7. Reinforcing steel Grade 60 marked by Nucor and place as per approved plans. Copies to: Owner X Architect X Engineer Conform X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57259 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06-683 Client: Wig Properties LLC - SS Client Address 4811 134' Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Inspected resteel only for "N" building perimeter footings grid lines "1" through "10" 2/14/2007 Resteel #'s grade 60 marked by Cascade Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57260 Description: Anchor Bolt Installation Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address 4811 134 Place SE, Bellevue Inspector and Date Micah Ruoff 2/15/2007 Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Remarks Verified installation of 5/8" diameter bolts, used for angle connection at roof level, west face of Building "E ". X Contractor X Building Dept. Technical Responsibili David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 57262 Description: Anchor Bolt Pull Testing - Cancel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number: 06-683 Client: Wig Properties LLC - SS Client Address 4811 134'" Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Arrived on site to perform anchor bolt pull test. Test was not able to be performed due to lack of 2/16/2007 space for equipment. Copies to: Owner X Architect X Engineer X Contractor X Building Dept Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 60571 Description: Structural Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the welding for building "S ". The welds I visually inspected were the panel to 2/20/2007 panel chord steel welds on panels 1 -12 and 23 -39. Welds were made using the SMAW process. Welders were Andrew P. Gauthier, WABO# W07359 with an expiration date of 10/1/2007 and Lloyd J. Green, WABO# W04604 with an expiration date of 10/1/2007. Welds were visually as per approved plans, and AWS D1.1. Also while on site I also inspected the remaining reinforcing steel for building "N" footings. Reinforcing steel was grade 60 marked by Nucor and placed as per approved plans. Copies to: Owner X Architect X Engineer Conform X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Address: Date: Description / Location: Resteel grade: Placement Data Supplier: Miles Mix Number 10550 Total Yards Placed: Specified Strength (psi): 3000 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -5 Cast Samples: Weather: Overcast, rain Date Samples Picked Up: 1/22/2007 Other Test Methods / Standards Used: Specimen Test Number Date 1 1/26/07 2 2/16/07 3 2/16/07 4* 5 1/23/07 *Discarded Copies to: Owner x Architect x Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila 1/19/07 Grout placed between slab plank/panels per plan with backing rod as needed at southwest vault. Contractor placed the remainder of vault lid grout under panels along west wall of building "E ", from southwest corner north approximately 150 -feet 0- inches, voids left under panels - grouting to be finished with inspection. Field Cure x Contractor x Building Dept. x Batch Plant Report Number: Manufacturer: Cement (type/lbs.): Fine Agg. (lbs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic Flow Yards ASTM C939 9 Age Size (Days) fLn_) 7 2x4 28 2x4 28 2x4 4 2x4 GROUT REPORT Client: Address Inspector: Comments REINFORCING / PLACEMENT: TEST RESULTS Area (So.ln.) Weight 3.14 1.00# 3.13 .99# 3.13 .99# 3.14 .99# Tested in general accordance to: ASTM C39 x ASTM C78 ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: 45920 Permit Number: D06 -359 Wig Properties LLC -SS 4811 134 PI SE, Bellevue, WA 98006 Darren Reid Batch Weights 846# I -II Water (lbs./gal): 375# Hot 2660# Admixtures (specify) 42 oz. MB100xr Aluminum Oxide @ 9 cy. Grout Ambient Truck Temp Temp No. 58 °F 42 °F M048 Conforms x Does Not Conform Max Load Strength Type of Fracture (Lbs.) si (other than cone) 11,320 3610 20,540 6560 18,670 5970 5990 1910 ASTM C617 x ASTM C1231 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -71 -03 (Rev 07/05) Ticket No. 179514 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Date: Description / Location: Observed grouting under tilt -up panels for Building "E" Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed: 6 Specified Strength (psi): 4200 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Weather: Date Samples Picked Up: 1/24/2007 Other Test Methods / Standards Used: Copies to: Owner x Architect x Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila 1/23/07 x Contractor x Building Dept. x Batch Plant Manufacturer: 6747 M.L. ling Way S., Seattle, Washington Form No.: ADMIN -71 -03 (Rev 07/05) Report Number: GROUT REPORT Client: Address: Inspector: Cement (type/lbs.): Fine Agg. (Ibs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic Flow Yards ASTM C939 Comments Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Page 1 of 56537 Permit Number: D06 -337 Wig Properties LLC -SS 4811 134 PI SE, Bellevue, WA 98006 Micah Ruoff Batch Weights 846# Water (lbs. /gal): 375# 2660# Admixtures (specify) 42 oz. MB100XR Grout Temp 68 °F Ambient Truck Temp No. 50 °F REINFORCING / PLACEMENT: Conforms x Does Not Conform TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) (Sa.ln.1 Weight (Lbs.) si 1 1/30/07 7 1.999x2 3.998 .64# 21,310 5330 2 2/20/07 28 2.01x2.02 4.06 .66# 18,900 4660 3 2/20/07 28 2.02x2.02 4.08 .67# 21,160 5190 Type of Fracture (other than cone) Tested in general accordance to: ASTM C39 ASTM C78 ASTM C109 x ASTM C617 _ ASTM C1231 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. 1 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Ticket No. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Date: Specimen Number 1 Copies to: Owner x Architect x Engineer Southcenter Square 17200 Southcenter Parkway, Tukwila 2/13/2007 Description / Location: Observed grouting under tilt -up panels and columns for Building "S" Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed: 6 Specified Strength (psi): 4200 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Weather: Date Samples Picked Up: 2/14/2007 Other Test Methods / Standards Used: Test Field Date Cure 2/20/07 x Contractor x Building Dept. x Batch Plant Age (Days) 7 Report Number: Manufacturer: GROUT REPORT Client: Address: Inspector. Cement (type/lbs.): Fine Agg. (Ibs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic Flow Yards ASTM C939 Comments TEST RESULTS Size Area (In.) (Sp.ln.) Weight 2.01x2.03 4.08 .65# 45511 Permit Number: D06 -337 Wig Properties LLC -SS 4811 134 PI SE, Bellevue, WA 98006 Micah Ruoff Batch Weights 846# Water (lbs. /gal): 375# 2660# Admixtures (specify) 42 oz. MB100XR Grout Temp 68 °F Ambient Temp 52 °F REINFORCING / PLACEMENT: Conforms x Max Load Strength Type of Fracture (Lbs.) (psi) (other than cone) 23,370 5730 Tested in general accordance to: ASTM C39 ASTM C78 ASTM C109 x ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Truck No. 069 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our flrm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -71 -03 (Rev 07/05) Ticket No. 180767 Does Not Conform ASTM C1231 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 06 -683 Report Number: 59063 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address 4811 134 Place SE, Bellevue Inspector: Micah Ruoff Date: 1/24/2007 Description /Location: Lid for southeast road vault. Resteel verified: By Micah Ruoff 1/24/2007 Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 4" W/C Ratio Spec: Air Spec: Total Yards: 31 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Other Test Methods / Standards Used: Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant Grade: 60 Manufacturer: Cascade Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs./type): 517# I - II Fine Agg. (Ibs): 1480# Coarse Agg. (Ibs/size): 1860# Y: Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 252# Admixtures (specify): 31 oz. Polyheed Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 2:00 21 0 gal. 4 Vs" - 70 °F 46 °F 092 179775 Weather: Sunny /Partly cloudy Slump Range: - Date Samples Picked Up: 1/25/2007 Initial Curing Method: Excluding ASTM C31 -12.1.5 Comments COMPRESSIVE TEST RESULTS Technical Responsibility Air % Range: Initial Cudng Temp: REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sa.ln.) Weight (Lbs.) si (other than cone) 1 1/31/07 7 6x12 28.33 29.28# 143,360 5060 2 2/21/07 28 6x12 28.21 29.33# 179,830 6380 3 2/21/07 28 6x12 2821 29.50# 176,110 6240 4* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Excluding ASTM C31 -10.1.2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Address: Inspector: Southcenter Square 17200 Southcenter Parkway, Tukwila Darren Reid Description /Location: Concrete placed at southwest vault for vault lid walls, per approved plans. Resteel verified: By Darren Placement Data Supplier: Miles Mix Number: 375303 Slump Spec: 6° ±1° W/C Ratio Spec: 0.40 Air Spec: Total Yards: 75 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 4200 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Weather: Overcast with sun breaks Date Samples Picked Up: 1/25/2007 Other Test Methods / Standards Used: Specimen Test Field Number Date Cure 1 2/16/07 X 2 2/23/07 3 2/23/07 4* *Discarded Tested in general accordance to Copies to: Owner X Architect X Engineer Reid on 1/26/2007 Time Made 3:15 X Contractor X Building Dept. X Batch Plant ASTM C39 CONCRETE REPORT Report Number: Cement (lbs./type): 705# I -II Fine Agg. (lbs): 1940# Coarse Agg. (lbs/size): 930#''% Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 300# Admixtures (specify): Cubic Water Slump Yards Added C143 63 20 gal. 4" Slump Range: - Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture Qua) tln.) (Sa.ln.) Wei h L( bs.) fpAa (other than cone) 21 6x12 28.13 27.72# 126,410 4490 28 6x12 27.94 27.88# 138,070 4940 28 6x12 27.94 27.88# 143,930 5150 x ASTM C109 Client: Address: Date: 58165 Air% C 231 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 1/26/2007 Grade: 60 Manufacturer: Design E Actual ❑ Batch Weights /Cubic Yard Conc. Temp C 1064 57 °F Permit Number: Ambient Temp 44 °F Air % Range: Initial Curing Temp: ASTM C617 ASTM C1231 x Truck No. 134 David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254800 or 1 - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) D06 -359 Ticket No. 179970 Excluding ASTM C31 - 10.1.2 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our flan is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: 59054 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE Bellevue Inspector: Micah Ruoff Date: 2/15/2007 Description /Location: "S" building tilt up panels #'s 15, 16, 17, 18, 19, and 20. "N" building tilt up panels #'s 6, 8, 9, 10, 11, 12, 13, 29, 30, 31, 32, 33, 1, 2, 3, 4, 5, 7, 34, 35 and 40. "N" building perimeter footings from grid line "1" through "10 ". Resteel verified: By Micah Ruoff on 2/14/2007 Placement Data Supplier: Miles Mix Number: 02600 Slump Spec: 5" W/C Ratio Spec: Air Spec: Total Yards: 610 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13 -16 Weather: Cloudy /Rainy Other Test Methods / Standards Used: See attached for additional test results Copies to: CONCRETE REPORT Grade: 60 Manufacturer: Cascade Design 0 Actual ❑ Batch Weights /Cubic Yard Cement (Ibs./type): 564# I -11 Fine Agg. (Ibs): 1430# Coarse Agg. (Ibs/size): 1860# %" Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (lbs or gap: 267# Admixtures (specify): 17 oz. MB Polyheed 997 Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 8:00 52 15 gal. 5" 69 °F 49 °F 019 180867 10:00 180 10 gal. 4 - 71 °F 49 °F 076 118355 11:30 320 15 gal. 5'A - 68 ° F 49 ° F 325 118370 1:50 482 0 gal. 5° 71 °F 50 °F 021 118390 Slump Range: 4 W-5 W Date Samples Picked Up: 2/16/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: Air % Range: Initial Curing Temp: David Lyal, Technical Director Excluding ASTM C31 - 10.1.2 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: 59054 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE Bellevue Inspector: Micah Ruoff Date: 2/15/2007 Description /Location: "S" building tilt up panels #'s 15, 16, 17, 18, 19, and 20. "N" building tilt up panels #'s 6, 8, 9, 10, 11, 12, 13, 29, 30, 31, 32, 33, 1, 2, 3, 4, 5, 7, 34, 35 and 40. "N" building perimeter footings from grid line "1" through "10 ". Resteel verified: By Micah Ruoff on 2/14/2007 Placement Data Supplier: Miles Mix Number: 02600 Slump Spec: 5" W/C Ratio Spec: Air Spec: Total Yards: 610 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13 -16 Weather: Cloudy /Rainy Other Test Methods / Standards Used: See attached for additional test results Copies to: CONCRETE REPORT Grade: 60 Manufacturer: Cascade Design 0 Actual ❑ Batch Weights /Cubic Yard Cement (Ibs./type): 564# I -11 Fine Agg. (Ibs): 1430# Coarse Agg. (Ibs/size): 1860# %" Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (lbs or gap: 267# Admixtures (specify): 17 oz. MB Polyheed 997 Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 8:00 52 15 gal. 5" 69 °F 49 °F 019 180867 10:00 180 10 gal. 4 - 71 °F 49 °F 076 118355 11:30 320 15 gal. 5'A - 68 ° F 49 ° F 325 118370 1:50 482 0 gal. 5° 71 °F 50 °F 021 118390 Slump Range: 4 W-5 W Date Samples Picked Up: 2/16/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: Air % Range: Initial Curing Temp: David Lyal, Technical Director Excluding ASTM C31 - 10.1.2 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06 -683 Report No.:59054 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) fn) (Sg.ln.l Weight (Lbs.l IRO (other than cone) 1 2/20/07 5 6x12 28.00 29.34# 102,660 3670 2 3 4 5 2/20/07 5 6x12 28.00 29.32# 105,130 3760 6 7 8 9 2/20/07 5 6x12 28.00 29.19# 91,450 3270 10 11 12 13 2/20/07 5 6x12 28.00 29.90# 93,260 3330 14 15 16 Tested in general accordance to ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F ASTM C617 ASTM C1231 x Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 UL/LII LUUI UO ;al GEOTECH CONSULTANTS, INC. Wig Properties 4811 — 134th Place Southeast Bellevue, Washington 98008 Attention: M.K. Wig 44al4lOUDI ..uILwI Subject: Foundation Drains Southcenter Square 17200 Southcenter Parkway Tukwila, Washington Dear Mr. Wig: via email We understand that the City of Tukwila Is requesting a clarification regarding the potential need for footing drains around the proposed buildings. Per our Geotechnical Engineering Report dated June 20, 2008, Page 12: 'Foundation drains should be used where (1) crawl spaces or basements will be below the structure, (2) a slab Is below the outside grade, or (3) the outside grade does not slope downward from a building. A drain on the outside of the foundation must be Installed where there are truck wells to collect drainage flowing under the granular fill below the pavement. Drains should also be placed at the base of all earth - retaining waifs...' Based on the above information, a footing drain should not be required around the perimeter at most, or all, locations, as we understand the finished floor slab elevations are above the surround- ing finished grades. If any questions, please contact me at (425) 747 -5618 aspectfully submitted, GEOTECH CONSULTANTS, INC. MRM: jyb Marc R. McGinnis, P.E. � B/ 4 .. Princfpat I,n^�a 7 GEOTECH CONSULTANTS, INC. 13256 Northeast 20th Street, Suite 16 Bellew% Washington 98005 (425) 747 -5618 PAX (425) 747 -8561 February 26, 2007 JN 04318 Imo St4 3 - 331= 1 -1Sq -- RECEIVED FEB 27 2007 DEPARTMENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 80533 Description: Structural Steel Erection, Epoxy Grouted - Anchor Bolts Project: Southcenter Square Permit Number: 006 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to inspect the welding and epoxy grouting for building "E ". 1/30/2007 Epoxy grouting was for the beam to panel connection at B, 6.5. Nine'/." diameter all thread rods were installed with a minimum 4" embedment as per engineer memo dated 1/29/2007. Epoxy used was Hilti RE500 with an expiration date of 9/2007. On the west face of the plate the lower left anchor bolt was short embedment and contractor torch cut a new hole and for proper embedment of the anchor bolt. On the south face the contractor torch cut several holes out to obtain the proper anchor bolt embedment in the lower right comer. Epoxy conforms per telephone conversation with engineer. He will inspect and give further direction if necessary. The welds that I visually inspected were for the ledger to panel, bridging, joist to girder, girder to column and joist to ledger connections between grid lines C.9 -A and 1 -7. Welds were made using the SMAW process. Welders were James R. Owens, WABO certification# W04657 with an expiration date of 10/1/2007 and Daniel E. Donovan, WABO certification # W05332 with an expiration date of 7/1/2007. Welds were visually as per approved plans and AWS D1.1, except at the column to girder welds at column C, 6 and C, 3 at these location the welds were missing. Contractor to reschedule for re- inspection at the two columns. Conforms with exception as noted above (re- Inspection required upon completion) Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibll X Engineer RECEIVED 'FEB 2 6 10071 D EVELOPMENT Nm P1IaEn1r David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 60548 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Isaac Ruoff Arrived on site to reinspect the three missing girder stabilizer plates from report number 60540, and 2/6/2007 the remaining pinning and delta punch of the roof of building E. Welds were made using the SMAW process. Welders were James R. Owens, WABO card# W04657 with an expiration date of 10/1/2007, Daniel E. Donovan, WABO card# W05332, with an expiration date of 7/1 2007 and Christopher L. Mansfield, WABO card# W0724, with an expiration date of 7/1 2007. Welds were visually as per approved plans and AWS D1.1. Decking material and installation was as per engineer memo. Copies to: Owner X Architect X Engineer Conforms X Contractor X Building Dept. Technical Responsibility David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06.683 Report Number: 43420 Permit Number D06 -460 1 R Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector Darren Reid Date 1/18/2007 Description/Location: Resteel, concrete and embed plate, placed per city approved plans and specifications for east small vault along road, slab dowels were 5 -feet straight #5 at 12 -inch embed*. Specimen Test Number pate 1 1/25/07 2 2/15/07 3 2/15/07 4* *Discarded Tested in general accordance to Copies to: Owner X Architect X Engineer Resteel verified: Yes by Darren Reid 1/18/2007 Placement Data Supplier: Miles Mix Number. 2550 Slump Spec: 4" ± 1" W/C Ratio Spec: Air Spec: Total Yards: 34 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172,t 31 Cast Samples: 1-4 Cast Samples: Weather: Overcast 40 °F Slump Range: Date Samples picked U : 1/19/2007 Initial Curing Method: Exdoet M 031.1z + 5 " Coments 5'0" straight rods to be bent over at later date REINFORCING/PLACEMENT: COMPRESSIVE TEST RESULTS • Structural slab dowels were wet set with Other Test Methods / Standards Used: Field re X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Grade: 60 Manufacturer Cascade Design E4 Actual ❑ Batch Weights /Cubic Yard Cement (lbs./type): 517# I -11 Fine Agg. (lbs): 1480# Coarse Agg. (lbs/size): 1860#%" Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): 262# 31 oz. Polyheed 'Time 't;ubtc (dater Slump "J�Ir % Gonc "hemp , , ¢fntli� 'Made, Yard's.lidded 0143 X231:: 0,,1064_ 12:30 22 5" - 54 °F Age Size Area Max Load Strength (Days) ffi_1.1 £Sa.ln.) Weight (Lbs•1 si 7 6x12 28.43 30.06# 136,600 4810 28 6x12 28.25 30.01# 188,140 6660 28 6x12 28.25 30.19# 189,430 6710 ASTM C39 x ASTM C109 ` ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° t 3° F Technical Responsibility: , strip 39 °F Air % Range: Initial Curing Temp: engineer to approve Conforms ASTM C1231 x David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1.888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) tr uck Ticket MO20 179476 ExcJudnu ASTM C31 - 10.1.2 Does Not Conform X" Type of Fracture (other than cone) This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Resteel verified: By Ross Bogle on Placement ft Supplier: Mlles Mix Number: 02500 Slump Spec: 5' - 6' W/C Ratio Spec: 0.45 Air Spec: Total Yards: - Placed Via: Ralph's Pump Consolidated: Yes (vibration) Required Strength (psi): 4000 Sampling and Testing Data ASTMCC 1T2, C 3 . :'' - . Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13-16 Cast Samples: 17 -20 Copies to: 06-683 Report Number: Description/Location: Reber inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concret tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. 1/30/2007 Design Cement (Ibs.Rype): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ms): Fly Ash (Ms): Water (lbs or gal): 257# Admixtures (specify): T[me 4401c `-xWater Slump Air% Made _ Yards ' %Added ; C143 :: C 231 6:30 8:30 10:15 1:15 3:05 See attached for additional test results 42 183 312 484 620 CONCRETE REPORT O gal. 10 gal. O gal. 0 gal. 0 gal. 43612 Client: Address: Date: 5 " 6 " 6" 6' 6 " Permit Number: Wig Properties LLC - SS 4811 134"' Place SE, Bellevue 1/31/2007 Grade: 60 Manufacturer: O Actual ❑ Batch Weights /Cubic Yard 564# I -II 1430# 1860# 17 oz. MB Polyheed 997 Weather: Fog - Clear, cold, 30 °F -59 °F Slump Range: 5' -6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: ExawngASTM C31- 12.1.5 Comments Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Technical Responsibility: Conc. Temp C 1064 70 °F 71 °F 70 °F 61 °F 60T Ambient Temp 30 °F 32 °F 34 ° F 59 °F 57 °F Air % Range: Initial Curing Temp: Truck No. 136 753 751 735 75 006-331 Excluding ASTM C31 - 10.1.2 Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. Ring Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723.2221 Form No.: ADM /N- 62c-04 (Rev 09/06) Ticket No. 180113 180123 118252 118277 118292 Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Ross Bogle Resteel verified: By Ross Bogle on Placement ft Supplier: Mlles Mix Number: 02500 Slump Spec: 5' - 6' W/C Ratio Spec: 0.45 Air Spec: Total Yards: - Placed Via: Ralph's Pump Consolidated: Yes (vibration) Required Strength (psi): 4000 Sampling and Testing Data ASTMCC 1T2, C 3 . :'' - . Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Cast Samples: 13-16 Cast Samples: 17 -20 Copies to: 06-683 Report Number: Description/Location: Reber inspected and passed 1/30/2007, for tilt -up panels and footings. Witnessed placement of concret tilt -up panels and footings. Rebar for footings as per approved plans. See report dated 1/30/2007 for panels. 1/30/2007 Design Cement (Ibs.Rype): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ms): Fly Ash (Ms): Water (lbs or gal): 257# Admixtures (specify): T[me 4401c `-xWater Slump Air% Made _ Yards ' %Added ; C143 :: C 231 6:30 8:30 10:15 1:15 3:05 See attached for additional test results 42 183 312 484 620 CONCRETE REPORT O gal. 10 gal. O gal. 0 gal. 0 gal. 43612 Client: Address: Date: 5 " 6 " 6" 6' 6 " Permit Number: Wig Properties LLC - SS 4811 134"' Place SE, Bellevue 1/31/2007 Grade: 60 Manufacturer: O Actual ❑ Batch Weights /Cubic Yard 564# I -II 1430# 1860# 17 oz. MB Polyheed 997 Weather: Fog - Clear, cold, 30 °F -59 °F Slump Range: 5' -6" Date Samples Picked Up: 2/1/2007 Initial Curing Method: ExawngASTM C31- 12.1.5 Comments Advised contractor to cover to protect from cold weather. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Technical Responsibility: Conc. Temp C 1064 70 °F 71 °F 70 °F 61 °F 60T Ambient Temp 30 °F 32 °F 34 ° F 59 °F 57 °F Air % Range: Initial Curing Temp: Truck No. 136 753 751 735 75 006-331 Excluding ASTM C31 - 10.1.2 Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. Ring Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723.2221 Form No.: ADM /N- 62c-04 (Rev 09/06) Ticket No. 180113 180123 118252 118277 118292 ` OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06483 Report No.:43612 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) Dyl ISg.ln.1 Weight fLbsj fpsij (other than cone) 1 2/7/07 7 6x12 28.21 29.19# 140,110 4970 2 3 4 2/5/07 5 6x12 28.24 28.99# 83,730 2965 5 2/7/07 7 6x12 28 21 29.07# 126,270 4480 6 7 8 2/5/07 5 6x12 28.24 28.93# 84,470 2990 9 2/7/07 7 6x12 2821 29.18# 121,150 4300 10 11 12 2/5/07 5 6x12 28.24 28.97# 82,900 2940 13 2/7/07 7 6x12 28.21 29.08# 126,060 4470 14 15 16 17 2/7/07 7 6x12 28.21 28.86# 102,840 3650 18 19 20 Tested in general accordance to ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F ASTM C617 ASTM C1231 x Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 24387 Description: Panel Connection Welds CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: 006 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Dean Cooke On site to inspect Building E, visual weld inspection of panel footing welds. Panel footings not 1/19/2007 welded are 26 north, 27 south and footing between 24/25. The remainder of footings are complete. Also inspected panel to panel splice plate welds. Welders Lloyd Green, Certification # W04604 Andrew Gauthier, Certification # W02359 All welds inplace conform. Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) 7. OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 61037 Description: Reinforcing Steel Conforms CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number. D06 -337 Address 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks John Reeder On site at Building "S" to inspect resteel for tilt up panels # 1 to 14 and 21 to 38. All resteel is in place. 01/25/2007 Clearances need to be checked the day of placement. Inspected the footing resteel at N10 to 12, 12/A to D.1, D.1/12 to 8, 8/D.1 to E, E/8 to 5, per approved plans. Copies to: Owner X Contractor X Architect X Building Dept Technical Responsibil X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our flrm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Southcenter Square 17200 Southcenter Parkway, Tukwila 1/4 /07 Description / Location: Resteel grade: Placement Data Supplier: Miles Mix Number: 10550 Total Yards Placed: 9 Specified Strength (psi): 4200 Sampling and Casting of Samples ASTMC31,C109 Cast Samples: 1 - Cast Samples: Weather: Date Samples Picked Up: Other Test Methods / Standards Used: Tested in general accordance to: ASTM C39 ASTM C78 ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Owner x Architect x Engineer 06-683 Report Number: 29716 Permit Number: Client: Wig Properties LLC -SS Address: 4811 134 PI SE, Bellevue, WA 98006 Inspector. Isaac Ruoff Small northeast vault lid. Resteel inspected 1/3/2007 by Darren Reid. 1/52007_ x Contractor x Building Dept. x Batch Plant GROUT REPORT Manufacturer: Cement (type/Ibs.): Fine Agg. (Ibs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Cubic Flow Yards ASTM C939 9 7" slump .Cotnments REINFORCING / PLACEMENT: Technical Responsibili D06 -337 Batch Weights (Design) 846# Water (Ibs. /gal): 375# 2660# Admixtures (specify) 100XR - 42 oz. Aluminum oxide Grout Ambient Truck Temp Temp No. 65 °F 45 °F M018 Conforms x Does Not Conform TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date age (Days) 1!n_l (Sp.ln3 Wei h JLbs.) si (other than coney 1 1/11/07 7 2.01x2.05 4.12 .66# 4410 1070 2 2/1/07 28 2.03x2.04 4.14 .66# 40,300 9730 3 2/1/07 28 2.04x2.06 4.20 .66# 38,680 9210 x ASTM C617 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohthited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 Form No.: ADMIN -71 -03 (Rev 07/05) Ticket No. 179166 ASTM C1231 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Darren Reid Description/Location: Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 5"11" W/C Ratio Spec: .475 Air Spec: - Total Yards: 136 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 2500 Sampling and Testing Data ', `.Time ASTM C.172, C 31 'Made Cast Samples: 1-4 11:00 Weather: Cloudy / Drizzle Date Samples Picked Up: 1/4/2007 Other Test Methods / Standards Used: Test Field Date ure 1 1/10/07 2 1/31107 3 1/31/07 Specimen Number 4* *Discarded Tested in general accordance to ASTM C39 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Design Cement (Ibs./type): Fine Agg. (lbs): Coarse Agg. Ms/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Cubic :Water . Slump Yards Added C143 21 - 4" 43442 Permit Number: Client: Wig Properties LLC - SS Address: 4811 134'" Place SE, Bellevue Date: 1/3/2007 Resteel and concrete placed for continuous footings with pad footings at along 1 /F.5 -G, along G/1 -7, between A and 8/6.5 and 7, between B.5 and A.811 -7 per approved project documents. Grade: 60 Manufacturer: Nucor / Cascade E Actual jJ Batch Weights /Cubic Yard 517# I - 1470# 1860# /C 275# Slump Range: Initial Curing Method: Excluding ASTM C31 12.1.5 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture (Days) (In,) (Sa.ln.l Weight (Lbs.) si (other than cone) 7 6x12 28.25 29.61# 129,460 4580 28 6x12 28.33 29.71# 195,360 6900 28 6x12 28.33 29.53# 205,080 7240 x ASTM C109 ASTM C617 Technical Responsibili Air % Conc.Temp Ambient C 231 . C 1064 Temp 56° 48° Air % Range: Initial Curing Temp: ASTM C1231 x David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN 62c - 04 (Rev 09/06) D06 - 337 Truck Ticket No. No. 132 179110 Excluding ASTM C31 - 10.1.2 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number. 06 -683 Report Number: 43355 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Dusty Johnson Date: 1/10/2007 Description/Location: Detention vault, (small vault at southeast comer) slab on grade Resteel verified: Yes by Dusty Johnson 1/9/2007 Grade: 60 Manufacturer: Nucor Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 5' W/C Ratio Spec: .43 Air Spec: - Total Yards: 45 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket Made Yards Added C143 C 231 C 1064 Temp No. No. 1:00 12 - 4" - 52 °F 35 °F 849 121100 Weather. Overcast Slump Range: Date Samples Picked Up: 1/11/2007 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments Other Test Methods / Standards Used: 4 Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant Design IS Actual ❑ Cement (Ibs./type): 517# I -II Fine Agg. (Ibs): 1470# Coarse Agg. (lbs/size): 1860# 7..' Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 274# Admixtures (specify): COMPRESSIVE TEST RESULTS Technical Responsibility: Batch Weights /Cubic Yard Air % Range: Initial Curing Temp: Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° * 3° F Excluding ASTM C31 -10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure filaysl fin.) (Saln.1 Weight (Lbs.1 (Dsi) (other than cone) 1 1/17/07 7 8x12 28 24 29.69 121,540 4300 2 3 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 62c-04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibil X Engineer RECENE 'FEB 0 7 2007 COM Report Number: 24390 Description: Panel Connection Welds Project: Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Dean Cooke On site to inspect Building E in- process welding of top panel to panel splices These are Type A 1/20/2007 connections. Electrode used: E9018. No final welds were inspected due to limited accessibility after welds obtained ambient temperature. David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firth is strictly prohlited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 06 -683 Report Number: 43456 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Micah Ruoff Date: 12/22/2006 Description /Location: North end section of slab for building #E, as well as tilt up panels 12 and 13. Resteel verified: Yes on 12/22/2006 Grade: 60 Manufacturer: Nucor Design 2 .Actual 0 ` Batch Weights /Cubic Yard Cement (lbs./type): 515# I -11 Fine Agg. (Ibs): 1571# Coarse Agg. (Ibs/size): 1851 #' /.' Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (lbs or gal): 154# Admixtures (specify): Calcium 166 oz Placement Data ... Supplier: Miles Mix Number: 01550 Slump Spec: 5 W/C Ratio Spec: - Air Spec: - Total Yards: 131 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C 31 Nlade Cast Samples: 1-4 7:00 Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant Cubic Water Slump Air % Conc. Temp Ambient Tuck Ticket Yards Added 0143 C 231 C 1064 Temp No. No. 54 - 5'W 69° 43° 020 178799 Weather: Overcast Slump Range: - Date Samples Picked Up: 12/26/2006 Initial Curing Method: Exd dm9 ASTM C31 - 12.1.5 Comments Required corrections to panel #12 were made prior to placement. I.E. trim bars cut and spliced. Other Test Methods / Standards Used: COMPRESSIVE TEST RESULTS Technical Responsi Air % Range: Initial Curing Temp: REINFORCING/PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date u e (Days) flikl jS0.111.1 Weight (Lbs.) si (other than cone) 1 12/29/06 7 6x12 28.16 29.55# 131,870 4680 2 1119107 28 6x12 28.03 29.70# 161,000 5740 3 1/19/07 28 6x12 28.03 2964# 159,900 5710 4* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Excluding ASTM C31 - 10.1.2 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 6747 M.L. !Ong Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1- 888- OTTO-4 -US - Fax (206) 723 -2221 Fomr No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Andrew Novikoff Resteel verified: Yes on 12/28/2006 Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 4"±1" W/C Ratio Spec: .475 Air Spec: -- Total Yards: 80 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sampling and Testing Bata ASTM C'172; C 31 Cast Samples: 1-4 Weather: Clear /Cold Slump Range: 4 -5" Date Samples Picked Up: 12/29/2006 Initial Curing Method: Exciudmnp Amu C31- 12.1.5 Comments Other Test Methods / Standards Used: Specimen Test Number Date 1 1/4/07 2 1/25/07 3 1/25/07 4* *Discarded Tested in general accordance to Field Cure Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): COMPRESSIVE TEST RESULTS ASTM C39 x ASTM C109 45124 274# Hot Water 100% Technical Responsibili Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 12/28/2006 Client: Address: Date: Description/Location; Placement of concrete at bldg E; panels 21 -24, footing on 1 line from G to B.1. Grade: 60 Manufacturer: Nucor ® Actual ❑ Batch Weights /Cubic Yard 517# I -11 1470# 1851 #' /a" Tune ` -Water Slump 'Air° "Concr Tamp Ambient ':Made `.Yards `_ Added ?0143 :0 c1064, Temp 11:30 10 - 5" 60° 39° Air % Range: Initial Curing Temp: REINFORCING / PLACEMENT: Conforms X Does Not Conform Age Size Area Max Load Strength Type of Fracture Da s IQ ) JSa.ln.) Weight L(bs.) si Jother than cone) 7 6x12 28 26 29.34# 121,890 4310 28 6x12 28.43 29.57# 171,660 6040 28 6x12 28.43 29.54# 167,640 5900 ASTM C617 ASTM C1231 x Truck No- 96 David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) D06 -337 Ticket No. 120952 Excluding ASTM C31 - 10.1.2 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 52817 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks / cSi t'ED t:o ,e 9 2007 Dusty Johnston Inspection was made of rebar placement in the large detention vault plank lid and found it to be 01/09/2007 according to plan. Inspection was made of rebar placement in the smaller detention vault slab at the southeast corner of project, and found to be according to plan. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing See attached for additional test results Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant CONCRETE REPORT Job Number: 06-683 Report Number: 43448 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tu Address: Wig 134th Place e SE, — SS kwila Address: 4811 134 Place SE, Bellevue Inspector. Darren Reid Date: 12/18/2006 Description/Location: #38 per city approved pl plans dated 12/112006 revision 5. #15 #16 #17, #18, 20, #25 through #31, #33 and Technical Responsibility: Permit Number: D06 -337 Resteel verified: By Darren Reid on 12/15/2006 & 12/18/2006 Grade: 60 Manufacturer: Cascade, Nucor PlacementData ' ' Design El Actual: El ' 'Batch Weights/Cubic Yard Supplier: Miles Cement (lbs./type): 517# I -11 Mix Number 01550 Fine Agg. (lbs): 1470# Slump Spec: 5" ± 1' Coarse Agg. (lbs/size): 1860#' " W/C Ratio Spec: 0.50 (design) Coarse Agg. (lbs/size): Air Spec: — Slag Cement. (lbs): Total Yards: 495 Fly Ash (lbs): Placed Via: Pump Water (lbs or gal): 274# Hot Consolidated: Yes (vibration) Admixtures (specify): Required Strength (psi): 4000 Sampling anertisting Piafa Time WO; Water Slump lin Long Temp Agent ' ruc'k "ticket , ASTM C : Matte, . ;#tds Added - - sC1401., .c ... 01964. ,m Temp �, - No Cast Samples: 1-4 10:00 138 10 gal. 6" — 56 ° F 35 °F 751 117858 Cast Samples: 5-8 11:00 197 10 gal. 6 W — 58? 36 °F 747 117863 Cast Samples: 9 -12 1:50 340 10 gal. 6 h" — 57? 747 117874 Cast Samples: 13-16 484 10gai 7" — 60 °F 38 °F 751 117884 Weather: Cloudy — cold, 33? Slump Range: 6" — 7" Air % Range: — Date Samples Picked Up: 12/19/2006 Initial Curing Method: ExdWtrg C31- 12.1.5 Initial Curing Temp: ExcludirgASTM C31- 10.1.2 Comments 'Conforms, excluding slump, which is out of spec. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X` Does Not Conform Davi Lyal, Technical cto This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Asso ciates, Inc. Reproduction is report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 -OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08483 Report No.: 43448 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s (In.1 fSa.ln.l Wei h fLbs.l si 'other than cone) 1 12/25/06 7 6x12 28.26 29.30# 106,230 3760 2 1/15/07 28 6x12 28.24 29.44# 144,320 5110 3 1/15/07 28 6x12 28.24 29.49# 148,030 5240 4* 5 12/25/06 7 6x12 28.26 29 64# 112,090 3970 6 1/15/07 28 6x12 28.24 29.57# 148,270 5250 7 1/15/07 28 6x12 28.24 29.67# 153,820 5450 8* 9 12/25/06 7 6x12 28.26 29.50# 99,990 3540 10 1/15/07 28 6x12 2824 29.37# 158,410 5610 11 1/15/07 28 6x12 28.24 29.47# 169,990 6020 12* 13 12/25/06 7 6x12 28.26 29.24# 78,660 2780 14 1/15/07 28 6x12 28.24 29.43# 131,740 4670 15 1/15/07 28 6x12 28.24 29.40# 135,840 4810 16* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73* t 3* F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888 -OTTO -4-US - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 56563 Description: Reinforcing Steel Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number. D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Darren Reid Resteel placed for northeast vault, lid closure per approved plans. 1/3/2007 X Contractor X Building Dept. Technical Responsibility: GI ✓ 0 14 1JAN 2 5 20071 David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 OTTO ROSENAU ;& ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Report Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Resteel verified: Yes on 12/22/2006 Placentent Data Supplier: Miles Mix Number: 01550 Slump Spec: 5' W/C Ratio Spec: - Air Spec: - Total Yards: 131 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Specimen Test Number ate 1 12/29/06 2 3 4 Tested in general accordance to Copies to: Owner X Architect X Engineer Field Cure X Contractor X Building Dept. X Batch Plant ASTM C39 CONCRETE REPORT Cement (lbs./type): Fine Agg. (lbs): Coarse Agg. ilbs/slze): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): 43456 Client: Address: Date: Description/Location: North end section of slab for building #E, as well as tilt up panels 12 and 13. Grade: 60 Manufacturer: Nucor Design. 23 `` Actual 0 Batch Weights /Cubic Yard 515# I -11 1571# 1851 #W 154# Calcium 166 oz $ampllnh anil Te'stit g bats TLrte ..biopic ` : Water _ •'$lump Lflet ConC:'Yemp „Jtmpiekf ": .. -ASTM G 172, � C'x31.., , :-'1 ;, = Xarlis .Added .1: -C143 , - = C 231 :;4 :1064. - : :Terup Cast Samples: 1-4 7:00 54 - 5 W - 69° 43 Cast Samples: Weather: Overcast Slump Range: - Date Samples Picked Up: 12/26/2006 Initial Curing Method: Exridp,g 01 - 12.1.5 Required corrections to panel #12 were made prior to placement. I.E. trim bars cut and spliced. Other Test Methods / Standards Used: REINFORCING/ PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Age Size Area fDays1 MI fSa.in.2 Weight 7 6x12 28.16 29.55# x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° t 3 F Technical Responsibility Permit Number: D06 -337 Wlg Properties LLC - SS 4811 134` Place SE, Bellevue 12/22/2006 Air % Range: Initial Curing Temp: truck 020 Excluding ASTM C31 - 10.1.2 X Does Not Conform Max Load Strength Type of Fracture fLbs.) si father than cone) 131,870 4680 ASTM C1231 x David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohthlted. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4800 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM!N- 62c-04 (Rev 09/06) Ticket 178799 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: 45124 Permit Number: D06 -337 Project Southcenter Square Client Wig Properties LLC SS Address: 17200 Southcenter Parkway Tukwila Address: 4811 134 Place SE, Bellevue Inspector Andrew Novlkoff Date 12/282006 Description/Location: Placement of concrete at bldg E; panels 21 -24, footing on 1 line from G to 8.1. Resteel verified: Yes on 12282006 `_ ' Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sarit¢littgand;Testing^Qata Tlrtie Cubic = -<< Water ' " Slump Air% , Cone:Temp A $Try1 C 172; G 31 „ " Matfe < Yards :9Added 11:30 10 - 5' — 60° Cast Samples: 1-4 Cast Samples: Weather: Clear l Cold Date Samples Picked Up: 12/292006 Other Test Methods! Standards Used: 3 4 Copies to: Owner X Architect X Engineer 4 "±1" .475 80 Grade: 60 Manufacturer: Nucor Design ® kettle, 0 Batch Weights /CUbic Yard Cement (Ibs./type): 517# I -II Fine Agg. (Ibs): 1470# Coarse Agg. (Ibs/size): 1851 #'' /." Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 274# Admixtures (specify): Hot Water 100% CONCRETE REPORT X Contractor X Building Dept. X Batch Plant Slump Range: 4-5" Initial Curing ethod: EvsdIng ASTM C31 12.1.6 6 .Coininehts Technical Responsibility Ambient Temp 39° Air % Range: Initial Curing Temp: Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 , ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Truck No. 96 REINFORCING 1 PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number ate ure (Days) (fir,] S .In. Weight (Lbs.) ipm (other than cone) 1 1/4/07 7 6x12 28.26 29.34# 121,890 4310 David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written pemtission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. Icing Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADM!N- 62c -04 (Rev 09/06) Ticket No. 120952 Excluding AaTM C31 - 10.1.2 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector Darren Reid Description/Location: Resteel verified; Yes PIaceme)i't Oath , Supplier: Miles Mix Number: 01550 Slump Spec: 5 ° t1' W/C Ratio Spec: .475 Air Spec: - Total Yards: 136 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 2500 Cast Samples: Weather: Cloudy / Drizzle Date Samples Picked Up: 1/4/2007 Other Test Methods / Standards Used: Specimen Test Number Date 1 1/10/07 2 3 4 Copies to: Owner X Architect X Engineer Field Cure X Contractor X Building Dept. X Batch Plant Age fDays) 7 CONCRETE REPORT Report Number: 43442 Permit Number: D06 -337 Client: Wig Properties LLC - SS Address: 4811 134" Place SE, Bellevue 1/3/2007 Resteel and concrete placed for continuous footings with pad footings at along 1/0.5-G, along G/1 -7, between A and B/6.5 and 7, between B.5 and A.8/1 -7 per approved project documents. ..Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. Obs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Sampling and Testing Data Time " " ':Water "Stump ASTM C172, C 31 Made Yards Added `C143 Cast Samples: 1-4 11:00 21 4° Grade: 60 Manufacturer: Nucor / Cascade ® Actual a „` : Batch Weights/Cubic Yard 517# 1 -11 14707! 1860# Ys" 275# Alr % C 231 Slump Range: Initial Curing Method: aduding ASTM c31 -12.1.5 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility Conc. Temp C1064 56° Size Area Max Load In. fSq.ln.) Weight (Lbs.) 6x12 28.25 29.61# 129,460 Air % Range: Initial Curing Temp: Ambient Truck Temp No. 48° 132 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Strength Type of Fracture si (other than cone) 4580 David Lyal, Technical Director Exc ASTh1 C31 - 10.1.2 This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1 - Fax (206) 723 Form No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 179110 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Report Number Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Darren Reid CONCRETE REPORT Description/Location: Resteel and concrete placed for north slab per city approved plans and specifications. Resteel verified: 12/1/2006 Placement Data Supplier: Mlles Mix Number: 02550 Slump Spec: 5' t 1" WIC Ratio Spec: 0.48 Air Spec: — Total Yards: 307 Placed Via: Pump Consolidated: Yes (laser screed) Required Strength (psi): 3000 SSamplln9' ariq'?esp)ig Data , ASTMC172 Cast Samples: 1-4 Cast Samples: 5-8 Weather. Overcast Date Samples Picked Up: 12/4/2006 6:50 9:00 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (Ibslsize): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): X Contractor X Building Dept. X Batch Plant '%S 78 10 gal. 5 160 10 gal. 8 Page 1 Client: Address: Date: 43427 Grade: 60 Manufacturer: Cascade, Nucor :; ActuaFO - Batch Weights /Cubic Yard 517# I -1I 1480# 1860# W 262# Hot 31 oz. MB Polyheed 997, 1% Caldum um¢" Slump Range: 5 Y2' -6' Initial Curing Method: Excluding ASTM C31 -12.1.5 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibili This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. of 2 Permit Number yF y Wig Properties LLC — SS 4811 134 Place SE, Bellevue 12/1/2006 RECEIVED fJAN 17 2001 COMMUNITY Orval 0^P"gf 101 jAribteet '-Truck ,lltket I0¢4 Torn , No No. 62 °F 40 °F 48 177724 647 44 °F 752 117659 Air % Range: Initial Curing Temp: David Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888-0TTO -4-US - Fax (206) 723-2221 Form No.: ADM /N- 62c-04 (Rev 09/06) 006 -337 Excluding A$1M C31 - 10.12 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Southeenter Square Job No.: 06 -683 Report No.: 43427 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number DE.t2 Ij (Deus) find 1Sa.In.) Weiaht ILbs•1 IPsil !other than cone) 1 12/8/06 7 6x12 28.24 29.30# 133,640 4730 2 12/29/06 28 6x12 28.16 29.29# 166,970 5930 3 12/29/06 28 6x12 28.16 29.23# 172;360 6120 4* 5 12/8/06 7 6x12 28.24 29.23# 103,630 3670 6 12/29/06 28 6x12 28.16 29.40# 138,290 4910 7 12/29/06 28 6x12 28.16 29.27# 140,210 4980 8* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73' ± 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1. 888 - OTTO -4-US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -68 r Report Number. 43418 Project: Southanter Square Client: Address: 17200 Southcenter Parkway, Tukwila Address: Inspector: Andrew Novlkoff Date: Description/Location: Concrete placed in baffle - 3 from the south wall segment at east end, approximately 15 feet from baffle and wall segment approximately 10 feet north of baffle at west end. Rested verified: Yes PlacementData Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Miles 2550 3'±l' 40 Pump Yes (mechanical Vibration) Required Strength (psi): 3000 Sampling and Testi`ng'pata.', ' Tlme ASTM C'172, C31 "Made' Cast Samples: 1.4 2:30 Weather: Clouds - drizzle, rain Date Samples Picked Up: 12/5/2006 Other Test Methods / Standards Used: Copies to: Owner X Architect X Engineer Grade: 60 Manufacturer: Cascade ..1.0081gn . Actuat' j , n Batch 'Weight5 /CptiicYard Cement (Ibs./type): 517# 1 -11 Fine Agg. Obs): 1480# Coarse Agg. (lbs/size): 1860# W Coarse Agg. Obs/size): Slag Cement. (Ibs): Fly Ash Obs): Water Obs or gal): 262# Admixtures (specify): 31 oz. MB Polyheed 997 4* *Discarded Tested in general accordance to: ASTM C39 X Contractor X Building Dept X Batch Plant CONCRETE REPORT Cubic ,',Water Slump Air Y., Conc. Temp 'Yards Added 'C143 C:231 C 1064 10 5 gal. 4' - 65 °F Slump Range: - Initiai Curing Method: Excluding AS114 C31 - 111.5 ` COtimente REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Technical Responsibility: Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 12/4/2006 Ambient Temp 49 °F Air % Range: Initial Curing Temp: Conforms Truck No. 92 X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture umber Da a et !Duval R01 fSC.ln.) Weieht fLbs.) si Pother than cone) 1 12/11/06 7 6x12 28.25 29.51# 138,300 4900 2 1/1/07 28 6x12 28.23 29.49# 180,210 6380 3 1/1/07 28 6x12 28.23 29.50# 175,950 6230 ASTM C1231 x David Lye', Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our fiml is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Fonn No.: ADM!N - 62 - 04 (Rev 9/06) D06 -337 Ticket No. 177910 Excluding ATM C31 - 10.1.2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Dusty Johnston Weather: Sunny Date Samples Picked Up: Copies to: Owner X Architect X Engineer 06-683 Description/Location: Last wall of detention vault Resteel verified: Yes `` lacem@ tit bats Supplier: Miles Mix Number: 02550 Slump Spec: 5' W/C Ratio Spec: 0.44 Air Spec: - Total Yards: 42 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampltng and Testing' Data, ASTMP 172 O Cast Samples: 1-4 12:30 Other Test Methods /Standards Used: Specimen Test Field Number pate Cure 1 12/14/06 2 1/4/07 3 1/4/07 4* *Discarded Report Number: 12/8/2006 Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (spedfy): X Contractor X Building Dept. X Batch Plant CONCRETE REPORT psign Client: Address: Date: c VVaYer6frrCp Art_ °l,,' , Cdno Temp ;.Ambient ._- Truck cis' , Mded . `C143 ,.'C x31 G 1064 Temp No. 12 0 gal. 5' Slump Range: Initial Curing Method g ASTM C31 -1215 boinitlents COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3 F Technical Responsibility, 43945 Permit Number: D06 -337 Wig Properties LLC - SS 4811 134 Place SE, Bellevue 12/7/2006 REINFORCING / PLACEMENT: Conforms Grade: 60 Manufacturer: Cascade 8 Actual Batch Weights /Cutal 517# I -11 1480# 1860# %' 262# 31 oz. MB Polyheed 997 58 °F 45 °F 736 Air% Range: Initial Curing Temp: Age Size Area Max Load Strength Type of Fracture fDays) fin.) (Sc.ln.) Weicht (Lbs.) si (other than cone) 7 6x12 28.26 29.18# 124,610 4410 28 6x12 28.26 29.13# 151,550 5360 28 6x12 28.26 29.23# 157,860 5590 X Does Not Conform ASTM C1231 x David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our flrm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888 - OTTO -4 -US - Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 9/06) Ticket No: 178149 Excluding ASTM C31 - 10.1.2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number. 43448 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector. Darren Reid Date: 12/182006 Resteel and concrete placed for panels #1 through #11, #14, #15, #16, #17, #18, 20, #25 through #31, #33 and #38 per city approved plans dated 12/11/2006 revision 5. Description/Location: Resteel verified: -Place Supplier: Mix Number. Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Copies to: Owner X Architect X Engineer By Darren Reid ment'Data, Miles 01550 5 "t1° 0.50 (design) 495 Pump Yes (vibration) Required Strength (psi): 4000 Sampling and tasting Data Cubic ,'Water ?Slump Air% 'Conc. Temp "' Ambient ASTM C172, G 31 Yards', Added C143 C' 231 C 1064 Temp Cast Samples: 1-4 138 10 gal. 6" - 56 °F 35 °F Cast Samples: 5-8 197 10 gal. 6 W - 58 °F 36 °F Cast Samples: 9 -12 340 10 gal. 6 W - 57 °F Cast Samples: 13-16 484 10ga1 7" - 60 °F 38 °F 'Title Made 10:00 11:00 1:50 Weather. Cloudy - cold, 33°F Slump Range: 8" - 7" Date Samples Picked Up Excluding AS 006 Initial Curing Method: ExcludYTM C3+ 12 ° r *Conforms, excluding slump, which Is out of spec. Other Test Methods / Standards Used: See attached for additional test results X Contractor X Building Dept X Batch Plant 9n1„2/15120°6 & 12/182006 pesiga Cement (lbs./type): 517# I -11 Fine Agg. (lbs): 1470# Coarse Agg. (lbs/size): 1860#' " Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 274# Hot Admixtures (specify): CONCRETE REPORT Grade: 60 Manufacturer: Cascade, Nucor 0 9 Ao uai °p,,,. Batch Waigb,W0bfd aril -' ,.. . Technical Responsibility: Air % Range: Initial Curing Temp: Truck No: 751 747 747 751 Ticket No. 117858 117863 117874 117884 David Lyal, Technical Director Excluding ASTM C31 - 10.1,2 REINFORCING / PLACEMENT: Conforms X• Does Not Conform This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our fmn Is strictly prohthed. - Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN- 62c-04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC Geotechnlcal Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08-883 Report No.: 43448 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number pate gm.Le (Daysl find (Solna Wefaht (Lbs.2 fgth Pother than cone) 1 12/25/06 7 6x12 28.28 29.30# 106,230 3760 2 3 4 -5 - 42/25/06 -7 - -- - 6x1 -. _ - 2826 - -- - 29.64# -- -112- ,090 - -- - - 3970 6 7 8 9 12/25/06 7 6x12 28.26 29.50# 99,990 3540 10 11 12 13 12/25/06 7 6x12 28.26 29.24# 78,660 2780 14 15 16 Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 -OTTO- -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT R T U K CITY OF UMNILA Report Number: 56770 JAN 1 0 2066 Description: Reinforcing Steel Project: Southcenter Square Permit Number: D06 -337 PERMIT CENTER Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134' Place SE, Bellevue Inspector and Date Darren Reid 12/15/2006 Remarks Inspected resteel for panels #1 through 11, 14, 15, 17, 20, 25 through 31 and 33 through 38. Resteel was placed per approved plans dated 12111/2006® Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and Is the exclusive property of Otto Rose except in full, without written permission from our flrm Ia stdctly prohibited. David Lyal, Technical Director 8 Associates, Inc. Reproduction of this report, Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725.4600 or 1- 888- OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector Micah Ruoff Description /Location: West half of slab for Building "N" Re steel verified: 11/17/2006 'Placemen'Thata Supplier: Miles Mix Number: 02550 Slump Spec: 5' W/C Ratio Spec: Air Spec: N/A Total Yards: 299 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number. Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Slump Range: 5" — 5 W Page 1 of 43462 Permit Number: D06 -337 Client: Wig Properties LLC — SS Address: 4811 134 Place SE, Bellevue Date: 11/17/2006 Grade: 60 Manufacturer: Cascade Actual b'atch Wetg4.te)Cubio Yaitt 517# I -II 1480# 1860# %." 262# 31 oz. Polyheed Sampling and Testing Data Time ` Cubic Water ` :$lump Air % Conc. Temp ASTM C 172, C 31 Made Yards Added C143 G 231 C; 1064 Cast Samples: 1-4 7:15 62 0 gal. 5'W N/A 68 °F Cast Samples: 5-8 8:20 178 5 gal. 5" N/A 68 °F Weather: Cloudy/ part sunny Date Samples Picked Up: 11/20/2006 Initial Curing Method: Excluding ASTM C31 -12.1.5 Technical Responslb 2 Ambient Temp 41 °F Air % Range: Initial Curing Temp: Truck No. 735 088 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 177303 117585 OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06-683 Report No.: 43462 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number pate Cure JDaysl Jlp,) JSain.l Weight JLbs.1 si Jother than cone 1 11/24/06 7 6x12 28.15 29.48# 121,470 4320 2 12/15/06 28 6x12 28.13 29.54# 156,860 5580 3 12/15/06 28 6x12 28.13 29.50# 163,470 5810 4* 5 11/24/06 7 6x12 28.15 29.38# 101,370 3600 6 12/15/06 28 8x12 28.13 29.52# 136,250 4840 7 12/15/06 28 6x12 28.13 29.30# 136,780 4860 8* *Discarded Tested In general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73* ± 3* F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06-683 Report Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Micah Ruoff • Description/Location: South baffle wall for the west vault Resteel verified: Yes Placemegt Data' Supplier: Miles Mix Number: 01550 Slump Spec: 4" W/C Ratio Spec: Air Spec: Total Yards: 46 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data ASTM-C 172 p 31 Cast Samples: 1-4 rlm Made 2:00 Weather: Cloudy /part sun Date Samples Picked Up 11 /222006 Other Test Methods / Standards Used: Specimen Test Field Number pate Cure 1 11 /28/06 2 12/19/06 3 12/19/06 4* * Discarded Tested In general accordance to: Copies to: Owner X Architect X Engineer X Contractor X Building Dept X Batch Plant CONCRETE REPORT „ Pesigh Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Slag Cement, (lbs): Fly Ash (ibs): Water (Ibs or gal): Admixtures (specify): Client: Address: Date: 275# 43460 Cubic Water - Slump Air% Yards Added C143 C 231 22 0 gal. 4''/.° N/A ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Slump Range: Initial Curing Method: Excluding M C31 - 12.1.6 010ne0s . Grade: 60 Manufacturer. Cascade 0 ActualtJ :. W eigbi t ubic Varti 517# 1470# 1860# Technical Responsibility: Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 11/21/2006 Gonci !emp , Ambient Truck 0 Temp. No. 70 °F 53 °F 132 Air % Range: Initial Curing Temp: ASTM C1231 x Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62-04 (Rev 9/06) D06 -337 Ticket No. 177552 ExrludMq ASTM C31 - la 1 .2 REINFORCING / PLACEMENT: Conforms X Does Not Conform _ COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture fDaysl fin.) (So.ln.) Weight (Lbs.) igEl (other than cone) 7 6x12 28.26 29.29# 129,050 4570 28 6x12 28.26 29 27# 166,760 5900 28 6x12 28.26 29.41# 167,470 5930 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full without written permission from our fine is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Darren Reid Description/Location: Resteel and concrete placed for north slab per city approved plans and specifications. Resteel verified: 12/1/2006 Placementtata Supplier: Miles Mix Number: 02550 Slump Spec: 5" *1' W/C Ratio Spec: 0.48 Air Spec: - Total Yards: 307 Placed Via: Pump Consolidated: Yes (laser screed) Required Strength (psi): 3000 Samplfng'and lgsefig Data ASTMCI>2. , Cast Samples: 1-4 Cast Samples: 5-8 - Weather. Overcast Slump Range: 5 W - 6" Date Samples Picked Up: 12/4/2006 Initial Curing Method: Excluding ASTM 031.12.1.5 Comments Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT besign Cement (lbs./type): Fine Agg. fibs): Coarse Agg. (lbs/size): Coarse Agg. Qbs/size): Slag Cement. (lbs): Fly Ash (ibs): Water (lbs or gal): Admixtures (specify): Time +*4146 Ityater, .shop N y Cono.temp ,-Militant ' . ;T ruck' . - ,Ticket Made Yards .. Added C143 .:C 231 01064. Temp No. , Np. 6:50 78 10 gal. 5 W - 62 °F 40 °F 48 177724 64 °F 44 °F 752 117659 Air % Range: Initial Curing Temp: 9:00 180 10 gal. 6" 43427 Permit Number: D06 - 337 Client: Wig Properties LLC - SS Address: 4811 134"' Place SE, Bellevue Date: 12/1/2006 Grade: 60 Manufacturer: Cascade, Nucor ® Actual Q Batch Weights/Cubic Yard 517101-11 1480# 1860# %" 262# Hot 31 oz. MB Polyheed 997 1% Calcium Technical Responsibility: Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written pennlsslon from our fine Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4800 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -62c-04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction inspection & Materials Testing Southeenter Square Job No.: 08 -683 Report No.: 43427 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number to Cure JDaysl find fSa.ln.) Welaht (Lbs.) si father than cone) 1 12/8/06 7 6x12 28.24 29.30# 133,640 4730 2 3 4 5 12/8/06 7 8x12 2824 29.23# 103,630 3670 6 7 8 Tested in general accordance to ASTM C39 x ASTM C109 ! ASTM C617 ! ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° * 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725.4600 or 1- 888- OT7O.4US - Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: Project: Southcenter Square Address 17200 Southcenter Parkway, Tukwila Inspector: Andrew Novikoff Description /Location: Concrete placed in baffle — e from the south wall segment at east end, approximately 15 feet from baffle and wall segment approximately 10 feet north of baffle at west end. Resteel verified: Yes PIaoetnetlt Data. Supplier: Miles Mix Number: 2550 Slump Spec: 3" ± 1" W/C Ratio Spec: Air Spec: Total Yards: 40 Placed Via: Pump Consolidated: Yes (mechanical Vibration) Required Strength (psi): 3000 Sampltfl9ai3tf tl+e'sttll } D TM : AS i7Z C'3 ' ' Cast Samples: 1 -4 Weather: Clouds — drizzle, rain Date Samples Picked Up: 12/5/2006 Other Test Methods / Standards Used: Specimen Number 1 Copies to: Owner X Architect X Engineer Test Field Date Cure 12/11 /06 2:30 X Contractor X Building Dept. X Batch Plant Age (Days) 7 CONCRETE REPORT Deakin Cement (Ibs. /type): Fine Agg. (lbs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Yar is ' Addod 10 5 gal 4 Slump Range: Size Area (In.) (Sa.in.) 6x12 28 25 43418 Client: Address Date: Grade Ac-tua(.0 517# 1 -11 1480# 1860#'/." Initial Curing Method: Excluding ASTM C31 -121.5 Comments COMPRESSIVE TEST RESULTS Page 1 Weight 29.51# Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3 F Technical Responsibility: of 1 Permit Number: Wig Properties LLC — SS 4811 134 Place SE, Bellevue 12/4/2006 262# 31 oz. MB Polyheed 997 60 Manufacturer: Cascade Batch Weights /Cubic Yard wbtC. Ta131(1 Aftjbtetlt C 104 Temp 65 °F 49 °F Air % Range: Initial Curing Temp: Truck No. 92 D06 -337 Excluding ASTM C31 -10.1 2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Max Load Strength Type of Fracture (Lbs.) si (other than cone) 138,300 4900 ASTM C1231 x This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Ticket No. 177910 David Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Dusty Johnston Description /Location: Last wall of detention vault Resteel verified: Yes !lacementbata Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): 3000 : Sampling aril Testing "Data ASTM'G 172, °0 1_ Cast Samples: 1-4 Weather: Sunny Date Samples Picked Up: Other Test Methods / Standards Used: Specimen Number 1 Miles 02550 5° 0.44 42 Pump Yes Test Date 12/14/06 Field Cure CONCRETE REPORT Cement (Ibs./type): 517# I -11 Fine Agg. Obs): 1480# Coarse Agg. (Ibs/size): 1860# W Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (Ibs or gal): 262# Admixtures (specify): COMPRESSIVE TEST RESULTS 31 oz. MB Polyheed 997 time ` t uklic , Water 'Slumj3 Air% "' Conc. Temp Ambient Made, Yards; added 0143 "' .C,231 01064 Temp 12:30 12 0 gal. 5° - 58 °F 45 °F Slump Range: 12/8/2006 Initial Curing Method ExcludhgASTM C31- 12.1.s REINFORCING / PLACEMENT: Conforms Age Size Area Max Load (Days) fin 1 (Sa.ln3 Weioht (Lbs.) 7 6x12 28 26 29.18# 124,610 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant 43945 Permit Number: Client: Wig Properties LLC - SS Address: 4811 134 Place SE, Bellevue Date: 12/7/2006 Grade: 60 Manufacturer: Cascade pe sign (' Actua Batch 4((eights /Cr M -Yard Air % Range: Initial Curing Temp: Truck No. 736 D06 -337 Excluding ASTM C31 - 10.1.2 X Does Not Conform Strength Type of Fracture si fother than cone) 4410 ASTM C1231 x Technical Responsibility: _StACCeil 0492fral -Y 19 David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) Ticket No. 178149 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 56773 Description: Reinforcing Steel Project: Southcenter Square Permit Number. D06-337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Darren Reid Resteel placed for panel #16 per city approved plans dated 12/11/2006 revisions. 12/18/2006 Does Conform CONSTRUCTION INSPECTION REPORT Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibili X Engineer David Lyal, Technical Director This report applies only to the hems tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO -4-US - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 56775 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06-683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Darren Reid Performed resteel inspection of Building E. 12/19/2006 Copies to: Owner X Architect X Engineer Resteel for panels #12 and 13 placed per approved plans with all clearances to be verified prior to concrete placement. Resteel for slab section at north end placed per approved plans with all clearances to be verified prior to concrete placement. Conforms X Contractor X Building Dept. Technical Responsibili David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 - OTTO -4 -US — Fax (206) 723-2221 Form No.: ADMIN -63 -01 (Rev 0903) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 56778 Description: Concrete - Cancel, Reinforcing Steel Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 - 337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134'" Place SE, Bellevue Inspector and Date Remarks Darren Reid On site at 6:30 for concrete placement. Concrete placement cancelled. 12/20/2006 Building E: Reinspection for panels #12 and 13 found all bars placed per approved plans and slab section at north end G -B.5 1 -2.4. All bars placed per approved plans. All clearances to be verified prior to concrete placement. X Contractor X Building Dept. Technical Responsibil David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. ICng Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADM1N -63 -01 (Rev 05/03) - OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter'Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Darren Reid Description/Location: Resteel concrete p returns city and we laced for east vault walls al and west vault center baffle wall with east and west wall approximate) 20'0 ". Per engineer and approved plans and specifications Resteel verged: Yes 'Plagemejt Data '; Supplier: Miles Mix Number: 02550 Slump Spec: 4±1° W/C Ratio Spec: Air Spec. Total Yards: 72 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Weather: Overcast Date Samples Picked Up: 11/30 /2006 Other Test Methods / Standards Used: Specimen Test Field Number flgag um 1 12/7/06 2 12/28/06 3 12/28/06 4* *Discarded Tested in general accordance to: Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant Report Number: CONCRETE REPORT esign Cement (lbs./type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Client: Address: Date: 43455 Slump Range: - Initial Curing Method: Exdsdn0 ASTM c31.121.s REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 11/30/2006 Grade: 60 Manufacturer. Cascade ® Actual ':Batch Welghts /Cu Xerd 517# 1480# 1860#W 262# Polyheed 31 oz Sampling and Testing Data 3101e ;Cubic 1Nate r . Slump .Ait'h Come, Tem Arnbi •Trpck Ticket >ASTM,C . 112, C=3.1 ,, Made , ' „ taros . -,Added . , C143 C 231 C 1064 Temp : Wd No Cast Samples: 1-4 11 :15 20 15gal 4 W N/A 55° 45° M086 177696 Technical Responsibility: Air % Range: Initial Curing Temp: Conforms X Does Not Conform Age Size Area Max Load Strength Type of Fracture 1. (Ln_1 (Sa.ln 1 Weight fLbs.) LW (other than cone) 7 6x12 28.20 29.25# 133,160 4720 28 6x12 28.24 29.42# 162,790 5770 28 6x12 28.24 29.19# 167,450 5930 ASTM C1231 x David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) D06 -337 Excluding ASTM C31 - 10.1.2 RECEIVED r OTTO ROSENAU & ASSOCIATES, INC DEC 2 s 2006 Geotechnical Engineering, Construction Inspection & Materials Testing cQMM((�� utdtLUPI IZNNT Report Number. 55385 Description: Epoxy Grouting (Reber) CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06-337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Marco Lopez On site to inspect epoxy grouting of (14) holes ready to receive #5 rebar on slab at retention vault 12/6/2006 wall on water tank. Verified hole depth of 8' and checked hole diameter for tolerances At (9) holes on vertical cover, north side of wall at same area, rebars were placed with Hilti HIT RE -500 epoxy, with an expiration date of 9/2007. Holes were cleaned free of debris with compressed air and brushed. Work performed per approved plans and specifications. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permisslon from our flnn Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number. Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Robert Fickes Resteel verified By Micah Ruoff on 11/14/2006 " bath , Placement Ba Supplier: Miles Mix Number 02550 Slump Spec: 5" t 1' W/C Ratio Spec: 0.508 Air Spec: — Total Yards: 420 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Client: Address: Date: 43385 Technical Responsibi Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 11/14/2006 Placed Via: Boom pump 157.75# Consolidated: Yes 18 oz. MB Polyheed 997 Required Strength (psi): 4000 155.1 oz. Calcium , Sampling and Testing Data . -'Ti ,Cttblo "Water ','Slump Alr % Cone: Temp A STM C 172, C 31 Made 1 :Yards : -Added C143 C 231 ' 01004 Cast Samples: 1-4 6:15 11 5 gal. 5'W — 60 °F Cast Samples: 5-8 7:15 115 0 gal. 5' — 60 °F Cast Samples: 9-12 8:30 232 0 gal. 6" — 65 °F Cast Samples: 13-18 p 10:00 346 0 gal 6' — 65 °F Weather: Overcast Slump Range: 5' —6' Air % Range: Date Samples Picked Up: 11/15/2006 Initial Curing Method: Exck.dpASTM c31 12.1.5 Initial Curing Temp: Ambient Truck Temp No. 34 °F 023 38 °F 069 41 °F 091 46°F 069 David Lyal, Technical Director Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 Form No.: ADMIN-62c-04 (Rev 09/06) D06 -337 Description/Location: On site to inspect placement of concrete. Concrete was placed at east half of slab for building '6" and at south wall for vault. Grade: 60 Manufacturer: Cascade peslgn �( "Actual0 ' 'l3atoh'V olghts /Q Yar Cement (lbs./type): 517# I -11 Fine Agg. (lbs): 1480# Coarse Agg. (lbs/size): 1860#'/.' Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): REINFORCING / PLACEMENT: Conforms X Does Not Conform This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Ticket No. 177061 177071 117536 117549 Excluding AS1M C31 - 10.1.2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06483 Report No.: 43385 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture umber a e ure JDaysl 1101 (Sa.in.1 Weight Lobs.) fRg Pother than cone) 1 11/21/06 7 6x12 28.27 28.90# 105,590 3740 2 12/12/08 28 6x12 28.12 28.94# 131,760 4690 3 12/12/06 28 6x12 28.12 28.80# 134,170 4770 4* 5 11/21/06 7 6x12 28.27 29.13# 115,050 4070 6 12/12/06 28 6x12 28.12 29.09# 142,680 5070 7 12/12/06 28 6x12 28.12 29.37# 164,190 5840 8° 9 11121/06 7 6x12 2827 29.12# 111,670 3950 10 12/12/06 28 6x12 28.12 29.07# 164,460 5850 11 12/12/06 28 6x12 28.12 29.16# 165,740 5890 12° 13 11/21/06 7 6x12 28.27 29.04# 127,090 4500 14 12/12/06 28 6x12 28.12 29.09# 141,.990 5050 15 12/12/06 28 6x12 28.12 28.94# 163,210 5800 16* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ! ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - 0770 -4-US - Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Retort Number: ' Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Micah Ruoff Description/Location: South baffle wall for the west vault Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 01550 Slump Spec: 4" W/C Ratio Spec: Air Spec: Total Yards: 46 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 :Sampling and Te §tin9 Data, ASTM Cast Samples: 1-4 Weather: Cloudy /part sun Date Samples Picked Up: 11/22/2006 Other Test Methods / Standards Used: Specimen Number 1 Copies to: Owner X Architect X Engineer Test Field Da a ure 11/28/06 X Contractor X Building Dept. X Batch Plant 2:00 Age pays) 7 CONCRETE REPORT Grade: 60 Manufacturer. Cascade Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (ibs or gal): 275# Admixtures (specify): `Gii`ater "lump A`ii" °k hided . . C j43 r Q 31 ;e 22 0 gal. 4'W N/A Slump Range: - Initial Curing Method: cawing Asia C3I. 12.1.5 ..... Comments Size 110,) 6x12 Client: Address: Date: ®- Actual ], 517# 1470# 1860#'/.' REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Area (So.ln3 Weight 28.26 29.291E Technical Responsf 43460 Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 11/212006 Batch Weights/Cubic Yard 06 70 °F Max Load L( •s.) 129,050 Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3 F t lent 53 °F Air % Range: Initial Curing Temp: D06-337 i Ticket No; 132 177552 Excuding ASTM C31 - 10.1.2 Conforms X Does Not Conform Strength Type of Fracture tsi (other than cone) 4570 ASTM C1231 x Lyal, Technical Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 • Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -62 -04 (Rev 9/06) • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number 43455 Permit Number: � . r ' ±. Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector. Darren Reid Date 11/302006 p placed ast vault walls (all) and west vault center Description/Location: tion/Locebon. Resteel and concrete fore baffle wall with east and west wall returns approximately 20'0 ". Per engineer and city approved plans and specifications. Resteel verified: Yes Placement; Data Miles 02550 4t1" Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: 72 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 ^Sa mpling:end fesHtlg Data a ASTM C 172, 31, . Cast Samples: 1-4 11:15 Weather: Overcast Date Samples Picked Up: 11/30/2006 Other Test Methods / Standards Used: Specimen Number 1 Copies to: Owner X Architect X Engineer Test Field ate Qum 12/7/06 X Contractor X Building Dept. X Batch Plant Age fDaysl 7 CONCRETE REPORT Cement (lbs./type): 517# Fine Agg. (lbs): 1480# Coarse Agg. (lbs/size): 1860#'/.' Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Size III 6x12 Area (SO.ln.l 28.20 Grade: 60 Manufacturer: Cascade Design ® -- Actual =, Batch Weights /Cubic Yard 262# Polyheed 31 oz r Sllrrijp Air ^! ,'.; (filed 20 15ga1 4 %: N/A Slump Range: - Initial Curing Method: ExcludYgASmM c31- 12.1.5 REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73 t 3° F Technical Responsibi 45° Air % Range: Initial Curing Temp: Max Load Strength Weight JLbs.) last) 29.25# 133,160 4720 ASTM C1231 x M086 006 -337 Ticket 177696 Conforms X Does Not Conform .a vi. Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (208) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -62 -04 (Rev 9/06) Excluding ASIA C31 - 10.1.2 Type of Fracture (other than cone) enau & Associates, Inc. Reproduction of this report, OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 40914 Description: Concrete - Cancel CONSTRUCTION INSPECTION REPORT Inspector and Date Remarks Micah Ruoff On site to witness concrete placement. Concrete cancelled without notice. 11/20/2006 Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility' X Engineer KtUtIVtD DEC 21 2006 COMMUNITY DEVELOPMENT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 52057 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Wayne Barker On site for epoxying of 22 holes at the west side of the south baffle wall. 11/27/2006 Hilti HIT HY -150 epoxy was used, with an expiration date of 5/2007. Copies to: Owner X Architect X Engineer The holes were drilled for 4 inches of embedment with the use of #5 bar. Holes were brushed and blown free of debris with inspector present. Epoxy was placed in a moist condition. Conforms X Contractor X Building Dept. Technical Responsibili David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permisslon from our fine is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN-63-01 (Rev 05/03) " OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 06 -683 Report Number: 43713 Permit Number: Project: SouthcenterSquare e . ,. Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134' Place SE, Bellevue Inspector: Micah Ruoff Date: 11/3/2006 Description/Location: Spread footings/piers for Building N as well as vault slab/footings for vault at southeast corner of site. Resteel verified: Yes, by Micah Ruoff on 11/3/2006 Grade: 60 Manufacturer: Cascade Placetnept Data Supplier: Miles Mix Number: 02550 Slump Spec: 4" W/C Ratio Spec: Air Spec: N/A Total Yards: 85 Placed Via: Tailgate /pump Consolidated: Yes Required Strength (psi): 3000 Other Test Methods / Standards Used: Specimen Test Field Number Date Cure 1 11/10/06 2 1211106 3 12/1/06 4* *Discarded Tested in general accordance to: ASTM C39 Copies to: Owner X Archkect X Engineer X Contractor X Building Dept. X Batch Plant Cement (lbs./type): 517# Fine Agg. (Ibs): 1480# Coarse Agg. (Ibs/size): 1860# 7/8" Coarse Agg. (Ibs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (lbs or gal): 262# Admixtures (specify): 16 oz. Poly. 997 Sampling and iesiifg Data . Time 'CUiric H.' Water • .•`SIUrnp ASTM C 172;031 Made , ` ;Yards Added :C143 Cast Samples: 1-4 8:45 21 0 3" Weather: Cloudy /part sun Slump Range: Date Samples Picked Up: 11/6/2006 Initial Curing Method: Extludmg AVM C31 - 12.1.5 �,(?esign;� ' ,<lcfuah�], ;.Batch - Weights /G`ubic'yard REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture (Days) L01 fSc.ln.1 Weight lbs.) si (other than cone) 7 6x12 28.25 29.37# 108,920 3860 28 6x12 28.27 29.256 140,330 4960 28 6x12 28 27 29.366 139,640 4940 x ASTM C109 Air% C.231 N/A Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F Technical Responsibility: Conc. Temp Ambient C 1064 - Temp 70 ° F 58 °F Air % Range: Initial Curing Temp: ASTM C617 ASTM C1231 x Truck No. 071 David Lyal, Technical Director D06 -337 Ticket No. 117474 Excluding ASTM C31 - 10.1.2 X Does Not Conform This report applies only to the Hems tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6741 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 Forth No.: ADMIN -62 -04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: 43385 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134"' Place SE, Bellevue Inspector Robert Fickes Date: 11/14/2006 Description/Location: On site to in i building , _ d p spec! placement of concrete. Concrete was placed at east half of slab for Descri "S" and at south wall for vault. Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant CONCRETE REPORT Resteel verified: By Micah Ruoff on 11/14/2006 Grade: 60 Manufacturer: Cascade Placement Data ' .Design ) ' Actual 0 Batch WeightslCubic Yard Supplier: Miles Cement (lbs./type): 517# 1 -11 Mix Number: 02550 Fine Agg. (Ibs): 1480# Slump Spec: 5" t 1" Coarse Agg. (lbs/size): 1860# W W/C Ratio Spec: 0.508 Coarse Agg. (Ibs/size): Air Spec: - Slag Cement. (Ibs): Total Yards: 420 Fly Ash (Ibs): Placed Via: Boom pump Water (Ibs or gal): 157.75# Consolidated: Yes Admixtures (specify): 16 oz. MB Polyheed 997 Required Strength (psi): 4000 155.1 oz. Calcium Sampling and Testing Data Time Cubic " Water Slump ' Air % 'Gone. Temp Ambient Truck Ticket ASTM C 172, ,0 31 Made Yards , .Added ; C143 C 231 C 1064. temp No No Cast Samples: 1-4 6:15 11 5 gal. 5 " - 60 °F 34 °F 023 177061 Cast Samples: 5 -8 7:15 115 0 gal. 5" - 60 °F 38 °F 069 177071 Cast Samples: 9 -12 8:30 232 0 gal. 6" - 65 °F 41 °F 091 117536 Cast Samples: 13 -16 10:00 346 0 gal. 6" - 65 °F 46 °F 069 117549 Weather: Overcast Slump Range: 5" - 6" Air % Range: - Date Samples Picked Up: 11/15/2006 Initial Curing Method: Exaudng ASTM 031.121.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibl David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 Form No.: ADMIN -62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 084383 Report No.: 43385 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number pa Cure Da s fInj fSain.) Weloht fLbs.) foil fother than conel 1 11/21/06 7 6x12 28.27 28.90# 105,590 3740 2 3 4 5 11/21/06 7 6x12 28.27 29.13# 115,050 4070 6 7 8 9 11/21/06 7 6x12 28.27 29.12# 111,670 3950 10 11 12 13 11/21106 7 6x12 2827 29.04# 127,090 4500 14 15 16 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description /Location: West half of slab for Building "N" Resteel verified: 11/17/2006 Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 299 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Samplirrg=andTe4101:9atB Time ASTMiG 17% C 31 ` Made. Cast Samples: 1-4 7:15 Cast Samples: 5 -8 8:20 Weather: Cloudy/ part sunny Date Samples Picked Up: 11/20/2006 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Client: Address' Date: Grade: Actual 0 517# I -11 1480# 1860# %" Design Cement (Ibs. /type): Fine Agg. (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (lbs): Water (lbs or gal): 262# Admixtures (specify): 31 oz. Polyheed Slump Range: 5" - 5 Initial Curing Method: Excluding ASTM C31 -12.1.5 Comrttents 43462 Permit Number: Wig Properties LLC - SS 4811 134 Place SE, Bellevue 11/17/2006 Cubic . Nlat�n , . SWihp . Alr "7t 'Cone: Temp Yards Addf d P143 C 231! '0.4064 62 0 gal. 5 W N/A 68 °F 178 5 gal. 5" N/A 68 °F D06 -337 60 Manufacturer: Cascade Batch Weights /Cubic Yard Air % Range: Initial Curing Temp: Truck Ticket No. No. 735 177303 088 117585 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06683 Report No.: 43462 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date re (Deus) (Ina fSd.ln.\ Weight (Lbs.) f p_ si fother than cone) 1 11/24/06 7 6x12 28.15 29.48# 121,470 4320 2 3 4 5 11/24/06 7 6x12 28.15 29.38# 101,370 3600 6 7 8 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73 t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 49886 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT RECENED DEC 112006 COMMUNITY DEVELOPMENT Project Southcenter Square Permit Number: Address: 17200 Southcenter Parkway, Tukwila Job Number: Client: Wig Properties LLC - SS Client Address: 11 134 Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Inspected resteel only for east half of slab for Building "S ". 11/14/2006 Resteel is grade 60 marked by Cascade Mills. Copies to: Owner X Architect X Engineer Conforms X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 06 -683 Report Number: 43720 Project: Southcenter Square Client: Address: 17200 Southcenter Parkway, Tukwila Address: Wig Properties LLC - SS 4811 134 Place SE, Bellevue Inspector: Micah Ruoff Date: 10/26/2006 Description/Location: North half of slab for building "E" as well as three spread footings for building "S ". Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 398 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Sampling and,Testing Data ASTMCV*,C31 Cast Samples: 1-4 Cast Samples: 5-8 Cast Samples: 9 -12 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): ❑ . Actual ED 515# 1568# 1872# Y." 164# 31 oz. Polyheed Permit Number: Grade: 60 Manufacturer: Cascade 42 oz. Calcium Chloride :Time Cubic s Vlfater Siu'inp Ali 70 Conc.ilemp ,Made- - Yards Added C143 ,G 2:39 C 1064 „ 7:00 84 5 gal. 5' r4" N/A 68 °F 7:50 182 10 gal. 5" N/A 70 °F 9:20 322 10 gal. 5" N/A 71 °F Weather: Clear Slump Range: - Date Samples Picked Up: 10/27/2006 Initial Curing Method: Excluding AM, C31 .12.1.5 Technical Responsibility: Bateh Weights /cubic Yard ;Merit Trggk . 'Ticket • Temp No. No 50 °F 132 176208 52 °F 69 177180 54 ° F 735 117200 Air % Range: Initial Curing Temp: Excluding ASTrn C31 -10.12 avid Lyal, Technical Director Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) D06 -337 REINFORCING / PLACEMENT: Conforms X Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our 8nn is strictly prohibited. . OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 064883 Report No.: 43720 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Qpje, Cure (Days) fin.) !Solna Weight fLbs.) (psi) fother than cone) 1 11/2/06 7 6x12 28.17 29.07# 122,530 4350 2 11/23/06 28 6x12 28.29 29.21# 157,890 5580 3 11/23/06 28 6x12 28.29 29.18# 157,270 5560 4* 5 11/2/06 7 6x12 28.17 29.22# 119,560 4240 6 11/23/06 28 6x12 28.29 29.38# 160,660 5680 7 11/23/06 28 6x12 28.29 29.46# 161,380 5700 8* 9 11/2/06 7 6x12 28.17 29.45# 117,420 4170 10 11/23/06 28 6x12 28.29 29.38# 149,660 5290 11 11/23/06 28 6x12 28.29 29.13# 149,900 5300 12* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Page 2 or 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888 -OTTO -4 -US — Fax (206) 723-2221 ° OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description/Location: South half of slab for building "E ". Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 407 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water ASTM C 172; C 31 Made Yards Added Cast Samples: 1-4 5:45 44 10 gal. Cast Samples: 5-8 6:45 162 0 gal. Cast Samples: 9 -12 8:45 302 5 gal. Weather: Overcast Slump Range: Date Samples Picked Up: 10/28/2006 Initial Curing Method: Excluding AST l C31 - 12 ._ Comments Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. Ms/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 414" N/A 514" N/A 5" N/A Technical Responsib 43717 Permit Number: Client: Wig Properties LLC - SS Address: 4811 1340" Place SE, Bellevue Date: 10/27/2006 Grade: 60 ❑ Actual' ❑ ': Batch Weights /Cubic Yard 515# 1556# 1848 #'' /e" Manufacturer: Cascade Design 159# Polyheed 31 oz. Calcium Chloride 42 oz. Slump AIr %e Conc. Temp C143 C 231` ' C 1064 Ambient Temp 55 °F 55 °F 58 °F 70 °F 68 °F 70 °F Air % Range: - Initial Curing Temp: Excluding ASTrr C31 -10.1.2 Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Truck No. 001 001 065 REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director D06 - 337 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Ticket No. 176286 117266 176311 . OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06 -883 Report No.: 43717 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number pa Cure Li 2sisi l fSg.ln.l Weight fLbs.l si (other than conel 1 11/3/06 7 6x12 28.26 29.16# 118,410 4190 2 11/24/06 28 6x12 28.15 29.53# 154,500 5490 3 11/24/06 28 6x12 28.15 29.20# 153,230 5440 4* 5 11/3/06 7 6x12 28.26 29.05# 106,640 3770 6 11/24/06 28 6x12 28.15 29.32# 146,770 5210 7 11/24/06 28 6x12 28.15 29.27# 145,020 5150 8* 9 11/3/06 7 6x12 28.26 29.12# 107,970 3820 10 11/24/06 28 6x12 28.15 29.32# 133,330 4740 11 11/24/06 28 6x12 28.15 29.31# 134,520 4780 12* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 _ ASTM 01231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description/Location: Slab for water retention vault. Resteel verified: Yes PISCSIdeid Data Supplier: Miles Mix Number: 01500 Slump Spec: 5° WIC Ratio Spec: Air Spec: N/A Total Yards: 550 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Swill:014g and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Cast Samples: 5-8 Cast Samples: 9-12 Cast Samples: 13-16 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Made Yards Added C143 231 01064 7:05 22 10 gal. 4 N/A 67°F 8:40 159 10 gal. 5" N/A 68°F 10:00 318 5 gal. 4 '4" N/A 68°F 11:45 458 10 gal. 5" N/A 70°F 43716 Permit Number: D06-337 Client: Wig Properties LLC — SS Address: 4811 134 Place SE, Bellevue Date: 10/30/2006 Grade: 60 Manufacturer: Cascade : ?1^Design (21::MttiOrt:1::::;,Batch'Weigh4104ble Yard Cement (lbs./type): 470# Fine Agg. (lbs): 1520# Coarse Agg. (lbs/size): 1860# 1 /8" Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): 271# Admixtures (specify): : H:TC(401.6::::P.Virater '7»SIurnp -'7::Ag".94 ;6606:,1telep .Amblent Temp 34°F 35°F 35? 39°F Weather. Foggy Slump Range: Air % Range: Date Samples Picked Up: 10/31/2006 Initial Curing Method: Exduding ASTM cal 4215 Initial Curing Temp: - , Coqunents REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsib Truck No. 001 735 736 325 David Lyal, Technical Director Excluding ASTM C31 -10.1.2 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62c-04 (Rev 09/06) Ticket No. 176387 117299 117313 117327 , OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcat Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08483 Report No.: 43716 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Dale are fDays) D.al (SrLin.l Weight fLbs.) fpsil jother than cone 1 11/6/06 7 6x12 28.26 29 105,570 3740 2 11/27/06 28 6x12 28.14 29.28# 143,090 5090 3 11/27/06 28 6x12 28.14 29.26# 142,590 5070 4* 5 11/6/06 7 6x12 28 26 28.95# 82,290 2910 6 11/27/06 28 6x12 28.14 28.88# 115,10 4100 7 11/27/06 28 6x12 28.14 28 121,230 4310 8* 9 11/6/06 7 6x12 28.26 29.24# 85,240 3020 10 11/27/06 28 6x12 28.14 29.1 117,150 4160 11 11/27/06 28 6x12 28.14 29.05# 120,960 4310 12' 13 11/6/06 7 6x12 28.26 28.98# 80,490 2850 14 11/27/06 28 6x12 28.14 29.04# 117,750 4180 15 11/27/06 28 6x12 28.14 29.26# 117,060 4160 16* *Discarded Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number: 43679 Permit Number: Project: Southcenter Square Client: Wig Properties LLC — SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Robert Fickes Date: 11/1/2006 Description/Location: On site to inspect placement of concrete. Concrete was placed at west half of slab for Building "S ". Resteel verified: By Micah Ruoff on 10/31/2006 Grade: 60 Manufacturer: Cascade 1 Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via Consolidated: Stoneway 5500 5' t 1' 0.45 416 Boom pump Yes Required Strength (psi): 3000 SamPlift9 and Testing Data ASTM C 17Z 0:31 Cast Samples: 1-4 Cast Samples: 5-8 Cast Samples: Cast Samples: Cast Samples: 9-12 13-16 17 -20 Weather. Mostly sunny Slump Range: 5' - 5 i4' Air % Range: — Date Samples Picked Up 11/2/2006 Initial Curing Method: E3011K60gASTM C31 -12.1.6 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Comments Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT peslgn ' ,Actuat t.. ;BatchWeights /Cubic Y arrt Cement (lbs./type): 517# I -11 Fine Agg. (Ibs): 1400# Coarse Agg. (Ibs/size): 1936#'/." Coarse Agg. Obs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 250# 67.2 oz. Daraset D06 -337 ,r71me GUblo Water : Slump Air% Conc • Tamp Ambient Ma ; Truck de,, :cards ,,,Added 0143 0.23 C 1064 Temp 'No. 6:15 21 5gal. 5'34' — 61 °F 30 °F 425 7:30 94 5 gal. 5' — 62 °F 30 °F 412 8:15 169 Ogal. 5' — 65 °F 31 °F 450 9:30 273 0 gal. 5" — 65 °F 38 °F 436 10:15 355 5gal. 5W — 65 °F 40 °F 448 REINFORCING / PLACEMENT: Conforms X Does Not Conform Technical Responsibility This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1. 888- OTTO -4 -US — Fax (206) 723 -2221 Fomr No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 727085 727099 727155 727240 727330 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06483 Report No.: 43679 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture umber Dale. Cure fDays). Ifa 'Solna Wei h (Lbs.) WO !other than cone) 1 11/8/06 7 6x12 28.27 29.15# 109,100 3860 2 11/29/06 28 6x12 2826 29.14# 152,650 5400 3 11/29/06 28 6x12 28.26 29.18# 147,620 5220 4* 5 11/8/06 7 6x12 28.27 29.20# 115,150 4070 6 11/29/06 28 6x12 28.26 29.12# 158,200 5600 7 11/29/06 28 6x12 28.26 29.22# 156,670 5540 8* 9 11/8/06 7 6x12 28.27 29.31# 120,270 4250 10 11/29/06 28 6x12 28.26 29.55# 164,580 5820 11 11/29/06 28 6x12 28.26 29.35# 161,420 5710 12* 13 11/8/06 7 6x12 28.27 29.13# 114,910 4070 14 11/29/06 28 6x12 28 26 29.02# 155,420 5500 15 11/29/06 28 6x12 28.26 29.20# 155,450 5500 16* 17 11/8/06 7 6x12 28.27 29.49# 117,870 4170 18 11/20/06 28 6x12 28.26 29.57# 163,980 5800 19 11/20/06 28 6x12 28.26 29.58# 159,980 5660 20* *Discarded Tested In general accordance to ASTM C39 x ASTM C109 , ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° ± 3° F Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 52320 Description: Reinforcing Steel Copies to: Owner X Architect X Engineer Conforms NOV 2 U (NOW CONSTRUCTION INSPECTION REPORT D Project: Southcenter Square Permit Number D06 -337 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Micah Ruoff Inspected resteel only for west half of slab at Building SS". Resteel is grade 60 manufactured by 10/31/2006 Cascade Mills. X Contractor X Building Dept. Technical Respon David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Report Number 54079 Permit Number: Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector. John Reeder Date: 10/12/2006 Description/Location: On site at Buildings E2 and E3 to inspect resteel p g p el and concrete placed at interior column footings. Work per approved plans and specifications. Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 1500 Slump Spec: 4° ±1" W/C Ratio Spec: 0.57 Air Spec. N/A Total Yards: 37.0 Placed Via: Tailgate Consolidated: Yes Required Strength (psi): 3000 S ampiirig : and testingjDate _ Time AST -M C 172, C 31 , Made Cast Samples: 1-4 12:20 CONCRETE REPORT Grade: Design M Actual Cement (lbs./type): 470# I /11 Fine Agg. (Ibs): 1520# Coarse Agg. (lbs/size): 1860#' VC Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): 271# Admixtures (specify): ubio r . $turt.p Alr %o Yards Ai ded , C1:43 C 231 10.0 0 gal. 4'/°° WA Weather: Clear Slump Range: Date Samples Picked Up: 10/13/2006 Initial Curing Method: Excluding ASTM car .12.1.5 otmments . • Other Test Methods / Standards Used: Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant REINFORCING 1 PLACEMENT: COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsib D06 - 337 60 / W Manufacturer: Cascade Batch Weights /Cubic Yard D4ncTemP ekmbren# " 'fiwrlok `. _Ticket C 1064 . 'Temp Np No: 66 ° F 64 °F M075 175415 Air % Range: N/A Initial Curing Temp: ASTM C617 ASTM C1231 x David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62-04 (Rev 9/06) Excluding ASTM C31 -10.1.2 Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure man) QLn_1 (Sa.ln.1 Weight fLbs.) si (other than cone) 1 10/19/06 7 6x12 28.18 29.22# 100,990 3580 2 11/9/06 28 6x12 28.26 29.17# 131,360 4650 3 11/9/06 28 6x12 28.26 29.11# 129,260 4570 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 43720 Permit Number: D06 -337 Client: Wig Properties LLC — SS Address: 4811 134 Place SE, Bellevue Date: 10/26/2006 Description/Location: North half of slab for building "E" as well as three spread footings for building "S ". Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Resteel verified: Yes Placement. Data Supplier: Miles Mix Number 02550 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 398 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Sampttng and?esting:Data • ASTM:C 172, C 31 Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Weather: Clear Date Samples Picked Up: 10/27/2006 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Design Cement (lbs./type): Fine Agg. (lbs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): Grade: 60 Manufacturer: Cascade ❑ Actual ID Batch Weights /Cubic Yard 515# 1568# 1872#'/." 164# 31 oz. Polyheed 42 oz. Calcium Chloride Time !DUbid 'Water " 'Slump Alf% 'Cdnc :Temp Made Yards Added C143 C 231 C 1064 7:00 84 5 gal. 5'.4" N/A 68 °F 7:50 182 10 gal. 5" N/A 70 °F 9:20 322 10 gal. 5" N/A 71 °F Slump Range: — Air % Range: Initial Curing Method: Excluding ASTM C31. 12.1.5 Initial Curing Temp: Comments ,:.. Technical Responsib Ambient Temp 50 °F 52 °F 54 ° F Truck No. 132 69 735 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform David Lyal, Technical Director This report applies onty to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1- 888-OTTO -4-US — Fax (206) 723-2221 Form No.: ADMIN- 62c -04 (Rev 09/06) Ticket No. 176208 177180 117200 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06.883 Report No.: 43720 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number pate Cure fDaysl fl.:l (Sa.ln.) Weiaht (Lbs.l toll (other than cone) 1 11/2/06 7 6x12 28.17 29.07# 122,530 4350 2 3 4 5 11/2/06 7 6x12 28.17 29.22# 119,560 4240 6 7 8 9 11/2/06 7 6x12 28.17 29.45# 117,420 4170 10 11 12 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 ASTM C1231 x 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888- OTTO -4 -US — Fax (206) 723 - 2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number 06-683 Report Number. 43717 Permit Number: Project: Southcenter Square Client: Wig Properties LLC- SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector Micah Ruoff Date: 10/27/2006 Description /Location: South half of slab for building "E ". Resteel verified: Yes - Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 407 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Samplung'andtestrnt Data t Im ._ASTMD17Z0SI Cast Samples: 1-4 Cast Samples: 5 -8 Cast Samples: 9 -12 Weather: Overcast Date Samples Picked Up: 10/28/2006 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer 5:45 6:45 8:45 X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Grade: 60 Manufacturer: Cascade ,Aetuai El Satoh Weights /Cubic Yard 515# 1556# 1848#'!." 159# Poyheed 31 oz. Calcium Chloride 42 oz. ulr(c '1)Vater' 'Slump , 4ir:?o , Cdnc:,temp 'aids .:;Added.. P1:43 Ci231 ,_,.t ;1464 44 10 gal. 4 • h" N/A 70 ° F 162 0 gal. 5 •W N/A 68 °F 302 5 gal. 5" N/A 70 °F Slump Range: - Initial Curing Method: rxcluc309 AsIM C31. 12.1.5 Comments . Technical Responsibility: Air % Range: Initial Curing Temp: D06 -337 7tmbrerit Truck" Ticket 'retrlA s, No. No 55°F 001 176286 55 °F 001 117266 58 °F 065 176311 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform ! f � David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Fom1 No.: ADMIN- 62c -04 (Rev 09/06) ' OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06.683 Report No.: 43717 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number N}e rage fami fln.} (Sa.ln.) Weight (Lbs.} si (other than cone} 1 11/3/06 7 6x12 28.26 29.16# 118,410 4190 2 3 4 5 11/3/06 7 6x12 28.26 29.05# 106.640 3770 6 7 8 9 11/3/06 7 6x12 28.26 29.12# 107,970 3820 10 11 12 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Anal curing in calcium hydroxide water storage tank at 73° ± 3° F ASTM C1231 x Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description /Location: Slab for water retention vault. Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 01500 Slump Spec: 5" W/C Ratio Spec: Air Spec: N/A Total Yards: 550 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling, and Testing Data' ': Ti■1e ASt1 C 172,101 ..... Macte Cast Samples: 1-4 7:05 Cast Samples: 5 -8 8:40 Cast Samples: 9 -12 10:00 Cast Samples: 13 -16 11:45 Weather: Foggy Date Samples Picked Up: 10/31 /2006 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/slze): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 43716 Client: Address: Date: Slump Range: Initial Curing Method: . Excluding ASTM c31- 12.1.5 271# Technical Responsibili permit Number: Wig Properties LLC SS 4811 134 Place SE, Bellevue 10/30/2006 Air % Range: Initial Curing Temp: David Lyai, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 62c -04 (Rev 09/06) D06 -337 Grade: 60 Manufacturer: Cascade 121 `- Actual' ' 'Setch Weights/Cubic Yard 470# 1520# 1860# Ci1buc c Watei . '$lu'mp '.A7r °10 Conc remp `Amtiieftt 'kook. Ticket Yards, Added. .9143 0.;2,31 ' ; 9;1064 ' .; ?Tetnli - ` No., No 22 10 gal. 4" N/A 67°F 34 ° F 001 176387 159 10 gal. 5' N/A 68 °F 35 ° F 735 117299 318 5 gal. 4'h" N/A 68 ° F 35 ° F 736 117313 458 10 gal. 5' N/A 70 °F 39T 325 117327 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 08-803 Report No.: 43718 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture at Qatg Qgm (Days) f 1,1_0 (Solna Weight (Lbs•1 Igo (other than conel 1 11/6/06 7 6x12 28.26 29.08# 105,570 3740 2 3 4 5 11/6/06 7 6x12 28.26 28.95# 82,290 2910 6 7 8 9 11/6/06 7 6x12 28.26 29.24# 85,240 3020 10 11 12 13 11/6/06 7 6x12 28.26 28.98# 80,490 2850 14 15 16 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 ASTM C1231 x 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 ti OTTO ROSENAU & ASSOCIATES, INC Geotechnlcal Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 06 -683 Report Number: 43679 Permit Number: D06 -337 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Inspector: Robert Fickes Date: 11/1/2006 Description/Location: On site to inspect placement of p p p concrete. Concrete was placed at west half of slab for Building "S ". Resteel verified: 13y,Micah Ruoff on 10/31/2006 Grade: 60 Manufacturer: Cascade Placement Data Design ® Actual 0 - Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs./type): 517# I -11 Mix Number: 5500 Fine Agg. (Ibs): 1400# Slump Spec: 5' t 1' Coarse Agg. (Ibs/size): 1936# 34' W/C Ratio Spec: 0.45 Coarse Agg. (Ibs/size): Air Spec: — Slag Cement. (Ibs): Total Yards: 416 Fly Ash (Ibs): Placed Via: Boom pump Water (Ibs or gal): 250# Consolidated: Yes Admixtures (specify): 67.2 oz. Daraset Required Strength (psi): 3000 Samr pS llti lnd test Uat Tim e Cgblc YNator Slump Afro. €onc ;temp Ambiedt - truck Ticket '. h TM a C 172, C; :`..?Made . , herds Added C143 C 231 r C • 1064 ;`Temp No. No. " Cast Samples: 1-4 6:15 21 5 gal. 5' h" — 61 °F 30 °F 425 727085 Cast Samples: 5-8 7:30 94 5 gal. 5" — 62 °F 30 °F 412 727099 Cast Samples: 9-12 8:15 169 0 gal. 5' — 65 °F 31 °F 450 727155 Cast Samples: 13 -16 9:30 273 0 gal. 5' — 65 °F 38 °F 436 727240 Cast Samples: 17 -20 10:15 355 5 gal. 5 W — 65 °F 40 °F 448 727330 Weather: Mostly sunny Slump Range: 5" — 5 Air % Range: — Date Samples Picked Up: 11/2/2006 Initial Curing Method: Excluding ASTM C3142.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Other Test Methods / Standards Used: See attached for additional test results Copies to: Owner X Contractor X Architect X Building Dept. X Engineer X Batch Plant REINFORCING 1 PLACEMENT: Conforms X Does Not Conform Technical Responsibility David 1451, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 62c -04 (Rev 09/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Southcenter Square Job No.: 06-663 Report No.: 43679 CONCRETE REPORT COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days2 Q j f So. In.1 Weight (Lbs.) si (other than cone) 1 11/8/06 7 6x12 28.27 29.15# 109,100 3860 2 3 4 5 1118/06 7 6x12 28 27 29.20# 115,150 4070 6 7 8 9 11/8/06 7 6x12 28 27 29.31# 120,270 4250 10 11 12 13 11/8/06 7 6x12 28.27 29.13# 114,910 4070 14 15 16 17 11/8/06 7 6x12 28.27 29.49# 117,870 4170 18 19 20 Tested in general accordance to ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Page 2 of 2 ASTM C1231 x 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO-4-US - Fax (206) 723-2221 Of T0 TTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Report Number 54079 Permit Number D06 -337 3 ✓. .t ._., o-. 22 a._'.,a.3:; Project: Southcenter Square Client: Wig Properties LLC — SS • - Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134"' Place SE, Bellevue Inspector: John Reeder Date: 10/12/2006 _.,... ..�..j t •` „d1: k . .; e:;. t w.... e...'.. . � + b ; . .k & w. °' ="24 'tivJ' iS; Description/Location: On site at Buildings E2 and E3 to Inspect resteel and concrete placed at interior column footings. Work per approved plans and specifications. . • Resteel verified: Yes -Placement Data Supplier: Miles Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: 1500 4't 1' 0.57 N/A Total Yards: 37.0 Placed Via: Tailgate Consolidated: Yes Required Strength (psi): 3000 Samp thga td TestingPata 4 1 : t 5 ' :,5 >- Cast Samples: 1-4 Weather: Clear Date Samples Picked Up: 10/13/2006 Other Test Methods / Standards Used: Specimen Test Field umber Date re 1 10/19/06 Copies to: Owner X Architect X Engineer X X X Form No.: ADMIN -62 -04 (Rev 9/06) Contractor Building Dept. Batch Plant CONCRETE REPORT A1140e Yards 12:20 • 10.0 Age Da s 7 Design Cement (Ibs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Size fly 6x12 O gal. Area fSa.In. 28.18 AOustn `: Baeh W¢tttfit ;1C11b'fc$l10 470# UII 1520# 1860# Y 271# lump C143 0231 4 W N/A Slump Range: — Initial Curing Method: Excising AVM C31 - 12.1.5 REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Weight 29.22# Technical Responsibility: Grade: 60 / W Manufacturer. Cascade G =1,004 66 °F Max Load (Lbs.) 100,990 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at.73° t 3° F Air %Range: _. Initial Curing Tem ..,, my 1 t 2006 COMM OEVELOPBp UNI 64°F Conforms X Does Not Conform Strength fp_ 3580 ASTM C1231 x David Lyal, Technical Director w: • M075 175415 NIA ExdudingMTM C31 - 10.1.2 Type of Fracture (other than camel ,rat This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this mport, except In full, without written permission from our flrm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1.888-OTTO -4 -US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Resteel verified: Yes Placement Data Supplier: Miles Mix Number: 01500 Slump Spec: 4" ± 1" W/C Ratio Spec: Air Spec: N/A Total Yards: 32 Placed Via: Tailgate Consolidated: Yes Required Strength (psi): 3000 1 Testing Data .Time 7 ASTitgC ( 72, c, ` " Mado'.<: Cast Samples: 1-4 1:45 Weather: Cloudy /part sun Date Samples Picked Up 10/232006 Other Test Methods / Standards Used: Specimen Test Field Number pate Cure 1 10/20106 Copies to: Owner X Architect X Engineer X Contractor X Building Dept. X Batch Plant Age Da s 7 CONCRETE REPORT Report Number: Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Micah Ruoff Description /Location: Spread footings for Building 5 'Design Cement (Ibs./type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): 1A7ater ' §rump Alr ^fd Added C143 ¢ 231; 20 10 gal. 3'h' N/A Slump Range: Initial Curing Method: Ezdudkq ASTM 01 - 12.1.5 ' Comments .. , - Size &LI 6x12 REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Area (Solna 28.22 43719 Permit Number: Client: Wfg Properties LLC - -SS Address: 4811 134 Place SE, Bellevue Date: 10/20/2006 270# Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 * 3° F Grade: 60 Manufacturer. Cascade <Actual 0 -Batch 111/e(gft'tsfCubtc C ` " 470# 1520# 1860# W Technical Responsibility: 70'F Max Load Weight (Lbs.) 29 51# 96,170 65 Air % Range: Initial Curing Temp: Conforms 3410 Strength Type of Fracture (gel - (other than cone) ASTM C1231 x Does Not Conform 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1. 888- OTTO.4 -US — Fax (206) 723-2221 Form No.: ADMIN -62 -04 (Rev 9/06) D06 -337 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine Is strictly prohibited. Page 1 of 1 - Eadud ,q ASTM C31 -10.12 ; OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 47716 Description: Soil Cancel CONSTRUCTION INSPECTION REPORT Project: Tukwila Overlay and Storm Permit Number: Address: S 131" PI & Macadam Rd S, Tukwila Job Number. 06 -653 Client: KBA Client Address: 11000 Main St, Ste 100, Bellevue Inspector and Date Remarks Robert Fickes On site for compaction testing. Inspection cancelled at jobsite without prior notice. 10/9/2006 Copies to: X Client Contractor Architect Building Dept. Engineer Technical Responsibility: in w n, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTFO - 4 - US - Fax (206) 723 - 2221 Palm No.: ADMIN -63 -01 (Rev 05/03) Sent By: HUDSON & ASSOCIATES; 2063248248; Richard Hudson & Associates Consulting Engineers 1605 I2 Ave, Suite 18 Seattle, WA 98122 206- 324 -6160 Fax: 206- 324 -6248 W lkZt — yin, to d +kQ to co-5 ca; S aNh - Fri LC l-ka Peg P Oct-9-08 10:34; ^ ! Page 1/2 ,/ t.. l� r FAX TRANSMI!TALIMEMO Date: lam ¶ rO(o To: r t �.t1G Pax Nn. 5 1 - !2480 Stiv-ket t r n %c tyt icr✓re 6 1 a rt 4` ,a Y pt Number of Pages (Including this page) "2-c `J 9 ow co at StuSSEG( tv t' Recei u,,..rnfiG OGT 12 2006 DEPARTMENT BUILDIN DEPARTMEN C A crya:2 (RE: PLAN 6" 1' -2 COMPACTED SOBS PER REPORT 11l 1 0 - 10 /1/0(.0 - moven GARS � -14 0 EA. SIDE OF FOOTING ktfastearedareP P IPWWWOW ) ;$4 i`,�,,I�4��O10'I�►r stA �y�iFj� Ip��OI�►��OIaip I�j�OINOI��I�it � % �� i i v i ►� �� i �e it �. Sr r y e i�� i� � , I � �� �i ° � � 4 � i ► i` � , ` y , y ,iii ► � y � i�� - e� 4 414,�� 44�`� OIp 0 O $4 �V�. e�` e4, .sip e42�� i��a �►i��ei,.+e4►�y Q� �e rip tacnotraktrarti IMF" it 44'44 OI 4i it 4Q� �' ?a► REFER SCHEDULE FOR FIG SIZE & REINFORCING SECTION A -3 SCALE HSS COL RE: PLAN �u�c,nti os a.- M NTER.Eo(Z Silk r — R 3ix13 x 1' -1' / W /4 -3 0 EXPANSION BOLTS it GROUT 8" CONCRETE SLAB 4' COMPACTED FILL VAPOR BARRIER 4- FREE DRAINING 1Y COMPACTED SOIL PER SOILS REPORT. . 0E0TECH 1 CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 (425) 747-5618 FAX (425) 747-8561 )ENSITY TEST FIELD REPORT TRAVEL /PREP TIME MILES FOS NO. ON ;ITC 1 •,.) WEATHER . : DA TE CIAY OP WEEK TIME OFF SITE CU ENT/OWNER . GAUGE PERMIT NO. 405 LOCATION 1 GENERAL CONTRACTOR G EEEEEE CONTRACTOR'S SUPT. II .1. ; „,/,•,..,,..,„ PAGE F ! GRADING CONTRACTOR GRADING FO EEEEE HRS. CHARGED TEST NO LOCATION ELEVATION SOIL TYPE PERCENT MOISTURE TEST ORY DENSITY/PCP OPTIMUM MOISTURE MAL DRY Las 1r/rm. PERCENT COMPACTION REMARKS. i IT! ..... . • - . ' .; ... ; ! , 2 , I -.' : 4- • ! ) 15 9 • a 1 .:-•;... I )7.9- , ,_ C •-, ,..„ '2 .I( Ili e I V : /f", .. ? • i ! ,, t t 3 ;-- , '•/ '1 ,;.it \ . 1 -.? ,1 t ! 1 1 1 ) • i fl '-'-' 1)•‘;) - .. _ , , . ' (c ; t ,•/ r , , .) ' •-• 1, 34 (I I-, 0 ; _ 1 1 r ') 10 r 56 i I i ).(ii . \ -. .1 'i 1 .. ) I) „If I .. e; A !k - t 1 t,) n et l. . \ - - ■ e ' t ' • 1 , RECEIVED OCT 1 2 7(1(18 BUILDING — DEPARimtNT STANDARD ' ! DENSITY / MOISTURE ' ,NEXT SITE J .; COPY TO I ; SIGNED , : imor- e" 'sr Darfl7 Ser Byl ■HUDSON & ASSOCIATES; 2083248248; September 22, 2006 Sincerely Sep -22 -08 11:22; i RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 160512 • SUITE 18 i SEATTLE, WASHINGTON 98122 206- 324 -6160 1-AX 206 - 324 -6248 EMAIL: cmorristaudsonengineers.com Bob Benedicto City of Tukwila Tukwila, WA FAX (206) 431 -3665 Re: Southcenter Square Mr. Benedicto, Please find our calculation for the footing seismic ties. Chuck Morris, P.E., S.E. FILE COPY • Rick Hudson, P.E. Chuck Morrie, P.E. 60 ato 22 20 REVIEWED FOR CODE COMPLIANCE /1 "inn OCT - 3 2006 City Of Tukwila r'I ITi r)1': 1 •1ct 7TlITCrnna CO- 33/ Page 1/2 Sena Bry_c4UDSON & ASSOCIATES; 2063246248; Sep -22 -06 11:22; RICHARD HUDSON & ASSOCIATES, INC. JOB 504. role 4 ►"'.- CONSULTING ENGINEERS SHEET HO. of 1605 12T11 AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 cucuum C3 h' a,TE q ^22 -o4) 206 - 324 -6160 • Fax 206- 924-6248 rhudson@hudsonengineers.com F 5Q,t) -peta St2.1twt. Ito 5. .2.2 , OUR... "`ice i s i s m c ' * I t e r Z time.) Tt 41a , v g ■cM \- Tastr-ircat.c, N o s s tr4 4 j c. t %.. EA Ytl j . tNc F rc Aft e T co -co s. w'. P'en sV4 ral P sson6 ca. (p 1-1E Mu .T LC c rb O•lbs 0 N, TIES C 4en''). '= can rote (pa J N —' c GoLu sou I-watt = 84 -up5 FTC WIOIE SLa1 SV7.4al Mins Z- 0 4 fs n It.4.5 k4 x.24 vs. \ at_ comr mast \va c, • 7. 4C 3S' Y:. S RCM. ' Co 20" OIL ‘3' t1, 5Pts.1cn'J Page 2/2 = s4 (. 5s8) _ 7,4C7 10 RICHARD HUDSON & ASSOCIATES, INC. RickHudson,P.E. CONSULTING ENGINEERS Chuck Morris, P.E. 1605 12 AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 FAX 206 - 324 -6248 EMAIL: cmorris @hudsonengineers.com F48 c opy Structural Calculati '4 s NC. For a Interior Foundation of Southcen4er Square Bldg E Tukwila, WA Code: I.B.C. 2003 Loads: Roof Snow (uniform) 25 PSF Foundation: Foundation designed per report Geotech Consultants, Inc. # JN04318. Allowable soil bearing 3000 PSF. This permit is for the interior pad footings and concrete slab on grade only. Calculations include the roof framing design for vertical load run down. The lateral system will be concrete shear walls at the exterior of the building and will not have an impact on the interior footing desigl REV:EPED FOR CODE COMPLIANCE en', nyrn OCT - 3 2006 City Ti1k�n- `ifs F- 1IT%_Fi+Ie TIT; thn CRY O F TT I JKWILP SEP 112006 PERMIT CENTER f EXPIRES 5/12/ 0 - 1 PUP 331- RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206. 324.6160 O JOB Sou -►k Cac'rrs1 S ©, RLr c SHEET NO. OF CALCULATED BY Gc� O PU>K4 n.r' @ton FTC* $uD c DATE s-7 -06 RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 • Fax 206 - 324 -6248 rhudson@hudsonengineers.com RebCtIF .. ! 1!,Iat r(ZL T. _ IZ.42S - ett ip.sf jots? ' &tcr 4( (e tS w " 2.61 f6r- , LL' 15 i t}p�-2 r -1 _._ 1 S(' csrN). r 2. 1 • .as Sb rt t+ Ces o mo t.' SHEET PC ` CF CALCUU,EU BY Qa n pmE 9 .1 - 0 6 t L. (? R:zrtN4 t- 1 US __ _ t 5 °FVr' q = C41.- to Cl") E vitt nit tenE 2-Co Z a HiL G ; p , Zr. 0 b 2 l7oP5r naoo4- at h- '04_ as P s r pp t .its' est ( <2. z os rata; � 't p � SPA Ct 4 , I 47 O tt :PCR.S 1`eIerca N • 42 , t 42. U � k1r RZ u • 1 0-s o ��N 2,4„A tc n,. ;sicAciluc (4 47 RICHARD HUDS0N & ASS0CIATES, INC. • CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206- 324 -6160 • Fax 206- 324 -6248 rhudson @hudsonengineers.com coLakWb 4 F cod ling tatillowl tr? sl__ Fb4 tut Pt,r` Tom- ?bP-T rR $ 4 ridnatop it C1\ - S� 1 tcL • Z.S kmo LOB Sov-j k car t't t L- 1 SHEET NO. 2. CALCULATED BY • - �a Axas aW `1" w- s. OF DATE g -OG i— P0,w7 l.4ron Z��„L„ — 5.29' Usk _ Go° ett S `3. Sck -- 7—'33 Caicto 3 Ga 2, 33 \L r x \St a- 3.4 icsr 3z (3.0 i to. 2.�. � `ay d, to.s - 11 1p.5 31.4 ►�•Z� &• • bJ C12, 5 7 ,3E v-ret tc P' t (nO 03 -01 -2007 LESHYA WIG 4811 134 PL SE BELLEVUE WA 98006 RE: Permit No. D06 -337 17200 SOUTHCENTER PY TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and arovlde satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/10/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, shall, Permit Technician xc: Permit File No. D06 -337 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 September 13, 2006 Leshya Wig Wig Properties LLC -SS 4811 134 PI SE Bellevue, WA 98006 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -337 Wig Properties, Building E, Foundation Only — 17200 Southcenter Py Dear Ms. Wig: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 11, 2006 is determined to be incomplete. Before your application can continue the plan• review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other . documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D06 - 337 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Provide a site plan. P:Vennifer \Incomplete Letters \2006\D06- 337 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D06 -337 DATE: 09 -18 -06 PROJECT NAME: WIG PROPERTIES, BLDG E, FOUND ONLY SITE ADDRESS: 17200 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: v X22.0(0 Bui ding Division VI MIA IS- 4S-00 Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete ❑ Structural Review Required ❑ Permit Coordinator ❑ Planning Division DUE DATE: 09-19-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 10-17 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS Buil i _ �` t D 17Ci'sion I L q �l 7 jL 11- Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete g Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 5'I I q -� Fire Prevention Structural PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -337 DATE: 09 -11 -06 PROJECT NAME: WIG PROPERTIES, BLDG E, FOUND ONLY SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ®- ❑ Permit Coordinator ❑ DATE: DATE: Planning Division DUE DATE: 09-12-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: U �Ip hl I � LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 10 -10 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: I / ► s/o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D06-337 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Wig Properties, Bldg E, Foundation Only Project Address: 17200 Southcenter Py 0 Entered in Permits Plus on \applications\forms - applications on line4evision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director FtECEIVED CITY Tb� KWU SEP 1 8 2006 PERMIT CENTER Contact Person: LC'S/9 t L- k Q Phone Number: '/ 25 ('{CR - "147 r/ Summary of Revision: 1?lGs a Sr,P 3..p. 444<oL€ 9 S14e etc AS -Re C - 'c cry/at -ski Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Q�/jAgag/t 11)IttO '- ' GEOTECH CONSULTANTS, INC. 13256 NE 2011, Street, Suite 16 (425)747 - 5618 FAX (425)747 - 8561 DENSI TEST FIELD REPORT TRAVEL /PREP TIME MILES A03 NO. OR SITE WEATHER DATE DAY OR REEK TIME Of! SITL CLIENT /OWNER GAUGE PERMIT N0. 405 LOCATION GENERAL CONTRACTOR GLNLRAL CONTRACTOR'S SUPT. PAGE Of . f GRADING CONTRACTOR GRADING fOREYAM NRS. CHARGED TEST NO. LOCATION ELEVATION SOIL TYPE PERCENT MOISTURE TEST Drr DE NSITrMf orrlrur MO STORE le rAx. ORr ENt1TY /Pa rclltc COMMCTIOM REMARKS , Fr ID RECEIVED OGT 1 9100fi Bul gy STANDARD l 'Si DENSITY / MOISTURE INERT SITE 1 1 I COPY TOs ISIONED ( t3 +r_ J57-