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Permit D06-072 - Segment 1 - Westfield Southcenter Mall - Parking Garage A - Foundation
D06-072 Westfield Southcenter Mall Parking Garage A 633 Southcenter Mall Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 2 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 3 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 4 - Plans - Westfield Southcenter Mall — Parking Garage A D06-072 WESTFIELD - PARKING GARAGE A 633 SOUTHCENTER MALL D06-072 City Tukwila Steven M. Mullet, Mayor 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 DEVELOPMENT PERMIT Parcel No.: 2623049023 Address: 633 SOUTHCENTER MALL TUKW Suite No: Steve Lancaster, Director Permit Number: D06-072 Issue Date: 05/12/2006 Permit Expires On: 11/08/2006 Tenant: Name: WESTFIELD - PARKING GARAGE A (FOUNDATION ONLY) Address: 633 SOUTHCENTER MALL, TUKWILA WA Owner: Name: 3G SOUTHCENTER LTD Address: 25425 CENTER RIDGE RD, CLEVELAND OH 44145 Phone: Contact Person: Name: MARTIN O'LEARY Address: 1730 MINOR AV, STE 1120, SEATTLE, WA 98101 Phone: 206 587-4000 Contractor: Name: 3 T M CONSTRUCTION Address: METROPOLITAN PARK EAST, 1730 MINOR AVE STE 1120 998101 Phone: (206)587-4000 Contractor License No: JTMCOC*951BC Expiration Date: 01/03/2007 DESCRIPTION OF WORK: FOUNDATION ONLY FOR PARKING GARAGE A. INTERIOR FLOOR DRAINS TO THE SANITARY SEWER. ROOF DRAINS 0 THE STORM DRAIN SYSTEM. FIRE UNE BACKFLOW FOR IN-PREMESIS ISOLATION PER THE UNIFORM PLUMBING CODE. Value of Construction: $727,450.00 Fees Collected: $9,083.49 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: I -B Occupancy per IBC: 0025 **continued on next page** doc: IBC -PERMIT D06-072 Printed: 05-12-2006 City tifir Tukwila Steven M Mullet, Mayor 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 Steve Lancaster, Director Permit Number: D06-072 Issue Date: 05/12/2006 Permit Expires On: 11/08/2006 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: N Water Main Extension: Water Meter: N 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: Permit Center Authorized Signature: it ki.,14,-- Date: 5 -J Z - 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. 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. Signature: ►ail 6(e Date: Gi \Pt Print Name: i►1�'Ct1� ti� 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. doc: IBC -PERMIT 006-072 Printed: 05-12-2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMIT CONDITIONS Parcel No.: 2623049023 Permit Number: D06-072 Address: 633 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/06/2006 Tenant: WESTFIELD - PARKING GARAGE A (FOUNDATION ONLY) Issue Date: 05/12/2006 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved pians unless approved by the design professional in responsible charge and the Building Official. 3: Ail permits, inspection records, and approved plans shalt 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: 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. 11: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 12: Notify the City of Tukwila Budding Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: 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). doc: Conditions 006-072 Printed: 05-12-2006 City of Tukwila Department of Community Development 16300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431-3670 15: 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. 16: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 17: Contractor shall schedule Public Works inspections at least 24 hours ahead by calling (206)433-0179. 18: ALL INTERIOR FLOOR DRAINS GO TO THE SANITARY SEWER. ALL ROOF DRAINS GO TO THE STORM DRAIN SYSTEM. FIRE UNE BACKFLOW INSPECTION FOR IN-PREMESIS ISOLATION PER THE UNIFORM PLUMBING CODE. **continued on next page** doe: Conditions 006-072 Punted: 05-12-2006 City of Tukwila Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 981881(206) 431-3670 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. p� Signature: '� LJ ty Print Name: -C(4.-1 0` Date: doc: Conditions D06-072 Printed: 05-12-2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA Building Permit No. Pott -o , Mechanical Permit No. Public Works Permit No. Project No. 1200' (For office use only) pplications 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** SITE LOCATION Site Address: (Q i5C't4r36 Tenant Name: M�- King Co Assessor's Tax No.: 214O4 --1L72 5 Suite Number: Floor: Property Owners Name: (e l Mailing Address: City New Tenant: ❑ Yes 1LriC.. (Au ❑ .. No State Zip CONTACT PERSON Name: 1 Day Telephone: 24-1(1 . Se- . 4cx e• Mailing Address: 'V- ' o Cuy State Zip E -Mail Address: tVtt'( CAI/ t j'C"tV Cki Cdtitax Number: ZC.X.Q . SEA. .4oc GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Address: • tit Contact Person: E -Mail Address: City State Zip Day Telephone: Z Lb .584 .4 E Fax Number: 2 - 512A.4 O Contractor Registration Number: ' 'STM a C, 'i 0)5% elf. Expiration Date: t **An original or notarized copy of current Washington State Contractor License must be presented at 1, 10-4— e Mae of permit issuance** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: •Fc k _ d Mailing Address: 5 1 p � b-- - tR Z% City State Zip Contact Person i lA ' A- Day Telephone: OCA 4x1.111.4 E -Mail Address:— GEV� i..OK1S-cipm Fax Number: 3(1,0• (51:1 ENGINEER OF RECORD - MI plans must be wet stamped by Engineer of Record Company Name: Crx).g.=1.3cUt. • ‘._.u1 Mailing Address: J __. 11.741 -ti _ s•? '"`" �,►� Sa Contact Person: ..1%‘1/4. COLI( 11\-1 I E -Mail Address: ,t W�(_ ecVk 1Y1G . C1 q:llpermits ptus\icc changes\pemtit application (7-2004) Revised. 6-8-05 bh Page 1 ty State Zip Day Telephone: 171-1.1) •'3• CD(_ C) Fax Number: 20(. • SAS • d BUILDING PERMIT INFORMATION -206-431-3670 Valuation of Project (contractor's bid price): $2.12e924--Aite,en.Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? El ..Yes o If "yes", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: C ,"C ".) Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 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 0 ..No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Com. 0.. Sprinklers 0 -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 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. q:11permils plusqcc changes permit application (7-2004) Revised: 6-8-05 bh Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 181 Floor J 2"Q Floor w` 2k.k. Floor -�• ,p ` al..r-.... F�` {i`3 Floors thnt Fl Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: C ,"C ".) Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 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 0 ..No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Com. 0.. Sprinklers 0 -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 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. q:11permils plusqcc changes permit application (7-2004) Revised: 6-8-05 bh Page 2 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): UC . viAg Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District CE.14:, ",' bkl ❑ ...Tukwila ❑...Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue 0 .. Renton ❑ .. Seattle 0 ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way ❑ ...Total Cut ❑ ...Total FilI cubic yards cubic yards ❑ ...Sanitary Side Sewer 1:1—Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report O .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ -.Hold Harmless ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ ...Permanent Water Meter Size... Pf WO# ❑ ...Temporary Water Meter Size.. 1.1. WO# ❑ ...Water Only Meter Size 77 WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private 0 .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billinn to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBiliing Name: Day Telephone: Mailing Address: City State Zip q:Opermits pluaticc cbange3ipennil application (7-2004) Revised- 6-8-05 bh Page 3 MECHANICAL PERMIT INFORMATION — 206-431-3670 MECHANICAL CONTRACTOR INFORMATION `.S- rePZ� Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP/100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP/I ,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. 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). 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 OIZEDeNF: Signature: Print Name: ti�tita a' Mailing Address: %•-kta'OO ?&i 4.7%4V -IV, kria Date: 3`b 1 !" 140 Day Telephone: ��v r �'%S —�-k° City State hIC1/2‘ Zip Date Application Accepted: a „ Date Application Expires: Staff Initials: s \\permits plus ice changeepemiit application (7-2004) Revised: 6-11-05 bh Page 4 City of Tukwila 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: 2623049023 633 SOUTHCENTER MALL TUKW WESTFIELD - PARKING GARAGE RECEIPT Permit Number: Status: Applied Date: A (FOUNDATION ONLY) D06-072 APPROVED 03/06/2006 Issue Date: Receipt No.: Initials: User ID: R06-00654 BLH ADMIN Payment Amount: Payment Date: Balance: 5,605.40 05/12/2006 01:02 PM $0.00 Payee: ]TM CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 002332 ACCOUNT ITEM LIST: Description 5,605.40 Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE STATE BUILDING SURCHARGE 000/322.100 000/322.100 000/386.904 5,350.90 250.00 4.50 Total: 5,605.40 5371 05/12 9716 TOTAL 14669.28 doe: Receipt Printed: 05-12-2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: 2613200049 13534 MACADAM RD S TUKW REHABITAT NORTHWEST RECEIPT Permit Number: Status: Applied Date: Issue Date: D05-072 APPROVED 03/04/2005 Receipt No.: Initials: User ID: R06-00628 JEM 1165 Payment Amount: 5,456.40 Payment Date: 05/08/2006 03:24 PM Balance: $0.00 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 5474 ACCOUNT ITEM LIST: Description Account Code 5.456.40 Current Pmts BUILDING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT/INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000/322.100 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 4,379.40 250.00 37.00 23.50 381.00 381.00 4.50 Total: 5,456.40 5220 05/OB 9716 TOTAL 5615.34 doc: Receipt Printed: 05-08-2006 Steven M. MulletJfavor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 SET RECEIPT RECEIPT NO: R06-00295 Initials: 1EM User ID: 1165 Payee: 3TM CONSTRUCTION Payment Date: 03/06/2006 Total Payment:9,204.19 SET ID: 030606 SET NAME: WESTFIELD - PKG GARAGES SET TRANSACTIONS: Set Member Amount 006-072 3,478.09 006-073 5,726.10 TOTAL: 9,204.19 TRANSACTION LIST: Type Method Description Amount Payment Check 001974 ACCOUNT ITEM LIST: Description TOTAL: 9,204.19 9,204.19 Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 TOTAL: 9,204.19 9,204.19 3184 03/06 9716 TOTAL 9204.19 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERM! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Project: Type of Inspection:/..-` �J \ ' Address: Or /Date a e • : Special Instructions: Date Wanted: a.m. /A21-04 p. Requester. Phone No: a --7/4-7-01.-i V.,,, pproved per applicable codes. Corrections required prior to approval. r COMMENTS: ie* Date: ❑ $58.00 REINSPECTION FE'l= REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: (., ki / yje.A." Cz cc�rA�C PI Type of Inspection: C f. Address: G Date Called: , /t {7u/ Special Instructions: Date Wanted: f( { a.m. p.m. Requester: 1✓ t i' s I Z.- { wi Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 5J 4 (-v.) /(-) -F Lic 5, 6 Inspector: 4 ) rale; El 558.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 5 -- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ProjeSt:/ / /c p4.. 4r-7 re a Type of Inspection: \.J 127: --ht/ '7 / Address; i'C1J% INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. ' (206)431-3670 INSPECTION RECORD Retain a copy with permit PE Prosect: rs -� (Ai Type of 17ection: 5 ,�(' (If '9 / {611.4//v14Aap 50/16er ^ ,/►�Aii Date Called: #/;:_A44f. 'a/A' 46' Special Instructions: Date W ted: _z G am. P.m. Requester: Phone No: mac 7cqG— 6/55 Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: yf-I- e ` 11J e .74 -ire /k// •s" 7j1: #/;:_A44f. 'a/A' 46' l /"7 /I Date: 7,.._077.,z56. ❑ $58.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t 0. 4 -367 Project: 0)efs71 -re t ' 0R-) Type of Inspection.: RPII„47 ((1 Lh/e4” Address: C-13 3 Sc! I`Mev/e, orld Date Called: ft Special Instructions: Date Wanted: 7- / e-CJ6 (7rir .m• equester: Phone No: r --2146- &/J 5 ❑Approved per applicable codes. OCorrections required prior to approval. 1( COMMENTS: p 4 ES r 57 L4_4 crit) Si;, fGY fda Date: REINSPECTION FEREQUIRED. or to inspection, fee must be d at 6300 Southcenter Blvd., Suite t Call to sechedute reinspection. Receipt No.: Date: INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit "��Type f `ePIV,--<��G" vProjects 4 Addr s // Date Called: Special InMuctions: Coot�'Ll� _ A Date Wanted; —fir ,m, Pan Requester: Phone No: --����%// Approved per applicable codes. Corrections required prior to approval. COMMENTS: /$ /fie c.o.," �/// �.r ATA/For--.'1 16'd /174"• i /r / T�/WO,�J�s � (1G�1�1 _ � e' - 1,40A -1124iiti/ is lesee74La* S ` 4400 M' 4• . 5 rJ �, / _-fr- 13,—d/te ,.�.��,.�. 5<. inspector: 01100_,te, Date: ✓ �fiC'� $58.00 REINSPECTI0FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to sechedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3620 P pec : !�/ 6,/.4,e. .5 -:lis/ �/� � ype of Inspectio / A e, �. �r�� (drt,�/e A s.:... P G� dir/d� rt% //1/f%/ D to Called: Special Instructions: Date Want d: - �/4—/. G ....-. p.m. Requester: Phone No: 0 Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: 4ee9 6t. zif4, a f?2•-, 5 ! o /u! o,, lnspecto • f %414 -1n -N Date $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.; Date: INSPECTION RECORD Reran; a copy with permit INSPECTION NV. CITY OF TUKWILA� BUILDING DIVISION s 6300 Sc uthcenter Bird:; #100, Tukwila, WA 98188 PER (206)431-367 Project: I Type of Inspection: A••drress . /tet/Date Date Called: Special r sir ctians:, i Wanted- a. Q Requester: Phone No: Approved Per applicable codes. Corrections squired prior to approval. COMMENTS: szer A /) j a 6 • - Nerd 6,r� C tj O•a CC /r ~!?Lj S 7v 5 `ZOO-01**7''7 ke..7:1-7C07_ died" c--"447 7"-‘7 1-114°, if rt s . 4 Cfs'1 �/�C!•�r. (1___ v Date:6 _47...66, ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Da (c7 b7t INSPECTION NO. PERMIT N J R CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Project: _ f 54"giC ?f$I ti R� Type of Inspection: t,ri:.1 c. Fc- Address: 33 sari -h .Je,, AAA(( Date Called: Special Instructions: S QP C (fk .S Tit .'11 ^] G --) pry Date Wanted: -5.— 3 I — c:2(. -p.m. m,' Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C (3"N 11"4 0,L1‘. k:31,67,-)ka.,vvbp Date: 8.00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. Receipt No.: Date: / INSPECTION NO. INSPECTION RECORD Retain a copy with permit ERMIT CITY OF TUKWILA BUILDING DIVISION...- 6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Pr`_ojecct: rI id, , ` d Type of Inspection e=t/e/Cal4' -c--)--7 Addre s s: - D Special I tructions: / �c/C/��r+/ Date Wanted: �� / 11 - a.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COM ENTS: i Dater 1z-®6 El $58.REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit —Das - d7z o1 -5- o: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Project:7-v. vw ILA A p u o -m i L,{ f- Type of Inspection: _ / ) Address: 13531/ Suite #: 4 'i' C 4 b 4,41 k),. 5, Contact Person: (9L1(/t--72 Reo C AC Special Instructions: Phone No.: 000 oil - gSg1 --Ipproved per applicable codes. ElCorrections required prior to approval. COMMENTS: `d )- / H - h Li/ ci rm - ,Z A/c -AD - eve_ b -;(4,z. — 494 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: spector: 4001617 Date: long 10(0 Hrs.: { n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finace Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DA— 092— VNk oG$-c% PERMIT NUMBERS -41 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,1 lith � A #00 0 G7 I Ly /AWE Type of Inspection: lZes . ,-PP. pr#-- 13 P Address: /353L/ /Y/Prc 40 xl-n1 Rh S. Suite #: 3 Contact Person: 041 Vt7Z g PG k Special Instructions: Phone No.: Monitor: Approved .per applicable codes. trrections required prior to approval. COMMENTS: , o %',/o V---2) SNS DX/ -- 4-;7) /v 66-7- /1 ivy 1 4! sc --0 0A- 4 Needs Shift Inspection: Date: /DM /06 Sprinklers: Fire Alarm: ' - Hood & Duct: Monitor: Pre -Fire:- Permits: - -Occupancy Type: a" Inspector: 4 w 15 12 Date: /DM /06 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. RECEIVED F,tP! 0 MTE NO: T6100 D€VELOPtiillENT PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 170 Owner. Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 12-22-06 Weather: Clear Inspection: Epoxy Samples: N/A MTE inspector arrived on site and observed contractor place 518" diameter all thread bolts at ri (top) level, bolt placed at pre -cast "cap" placement areas for (4) locations at gridlines 6/N. Contractor cleaned holes by means of compressed air and wire brush. Contractor dried holes by means of a weed burner at locations due to saturation. Epoxy used was Simpson Set 22 Strong Tie, expiration date 04/08. Bolts were placed in twisting manner with excess epoxy protruding into minimum depth 6" hole. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary. JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Reviewed by: -1 .41 ir ;9 Sanbor , Branch Manager TESTING ENGINEERS, INC 7CEIliZto MAYES 2 2006 CONCRETE LABORATORY TESTifitittz. Project Name: Site Address: Client: Engineer. Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 12/18/06 Sample Set ID: 12580 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 50°F Clear Concrete Cadman 685323 661283 ' Initial Storage Temp. (ASTM C31) 65°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 4.2% Water/Cement Ratio: 1 l Slump (ASTM C143) , Sample(s) Rec'd: 0.369 5.5" 11/18/06 ;Placement Location and Notes: I Curb connection at precast to slab 1/D -G and 1/J.4 -G. 1 Mix Proportions: Ingredient A/E Admix Cement—Type I & II Coarse Aggregate Coarse Aggregate Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (W'c) 4000 psi 28 days Weight (per cu.yd) 2.7 oz 547.0 435.0 1,465.0 1,260.0 117.0 30.7 245.0 Ibs Ibs lbs Ibs lbs oz Ibs Date Made LI 1/17/06][_031 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab 0 Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 11/17/06 11/17/06 0131 0131 I 11/17/06 f 0131 Remarks: 9706 11/24/06_1 7 1 9707 ! j 12/15/06 L28J 12/15/06 X12/15/061 L28_1 9708 9709 4 x 8 ; ,I 48800 28 Inspector(s): DeVoe, A. Tested by: Le, Q. 4x8 4x8 4x8 L66365.1 70430 71590_1 4.00 11 12.57 4.01 4.01 4.01 12.63 H2.63 12.63 Break Type 3880 NA 5250 1 5580 —1r NA 1* 1 5670 NA Reviewed by: f� aDennis Sanborn Branch Manager NA l NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. MTE 1050-1C, Rev 2, 10/18,1 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 169 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: ReCelteo DEC 18 2006 Co T6100 M° N Ty SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 12-8-06 Overcast Structural Steel N/A Everett Office 9t7 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for a visual welding inspection. Embeds at 2nd level columns G/6 and F16 were either not installed or mislocated. Reviewed RFI 0118 and 0118, 0001, expansion bolts were required per RFI 0118, epoxy bolts were used per contractor and RFI 0118.0001. Contractor has cut off the bolts and plug welded the bolts to the embed plate. Welds were found to be visually acceptable per AWS/D1.1-04. Contractor has a verbal acceptance of the plug welding from the engineer. Contractor was notified that fax, email or RFI is required form the engineer to close this preliminary visual inspection. PRELIMINARY: Epoxy bolts plug welded to embed plate. Need engineer's acceptance. INSPECTOR: Dennis Sanborn Reviewed by: 'L9 Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor RECEIVED DEC 18 2006 DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction • Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 12/13/06 12551 Permit # (s): D06-072 Original: Revised: 0 Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 54°F Clear Concrete Cadman 684429 661283 Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 66°F NR [Water/Cement Ratio: 0.385 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) Slump (ASTM C143) 4.25" Placement Location and Notes: j 4.1% Sample(s) Rec'd: Sampled at ramp, grid line 5.8/ 1.4, second level. 11/15/06 IMix Proportions: Ingredient Weight (per cu.yd) A/E Admix 2.4 oz Cement 550.0 Ibs Coarse Aggregate 314" 1,432.0 lbs Coarse Aggregate 3/8" 428.0 lbs Fine Aggregate 1,193.0 Ibs Fly Ash 104.0 Ibs Glen 3030 30.0 oz Water 252.0 Ibs Required Strength: (fc) 5000 psi 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab Date Tested Age Size (in) Load (Ibs) Dia (In) Surface Strength (psi) Break Type bl1/14/06 1-11/14/06 11/14/0-61 11/14/06 Remarks: L0130 0130 0130 ] 0130 9587 d 11/21/06__ 9588 9589 12/12/06 12/12/06 9590 ) rf2/12/06 Inspector(s): DeVoe, A Tested by: Quiring, A. 7 4 x 8 11 66290 1 18_1L4 x 8,J 95495 F91970-11-4. 4.02 4.02 28 28 4x8 4x8 93475 12.69 12.69 12.69 12.69 Reviewed by: 5220 7520 7250 7360 I NA 1' NA NA L NA 4 Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature' Information In this report applies ony to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C. Rev 2, 10!181 Slump (ASTM C143)1 0128 1 RECEIVED MAYES TESTING ENGINEERS, INC DEC 11 2006 COMMUNITY DEVELOPMENT Project Name: Site Address: Client: Engineer. Contractor. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # ( Original: Revised: ❑ Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 12/06/06 12493 D06-072 Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID : 47°F Rain Concrete Cadman 683265 551083 Sample Temp. r (ASTM C1064) 64°F {Water/Cement Ratio:, 0.429 Initial Storage Temp. (ASTM C31) ti NR 5" !Placement Location and Notes: Sampled at topping slab gridline H.1/5.9. FIELD DATA ASTM C31 and C172 Actual - Entrained Air (ASTM C231) 1 3.7% Sample(s) Recd: I 11/09/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,210.0 Ibs Coarse Aggregate 3/8" 711.0 Ibs Fine Aggregate 1,277.0 Ibs Water 222.0 lbs Fly Ash 77.0 Ibs Cement 440.0 Ibs WRA 17.7 oz A/E Admix 2.3 oz Accei 25.3 az Required Strength (rc): 3000 psi © 28 days Date Made Sample IP Lab 1 11/08/061 11/08/06 11/08/06 11/08/06 Remarks: 0128 C 0128 0128 9368 9369 9370 9371 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 11/15/06„ 12/06/06 12/06/06 7 28 , 28 12/06/06) L2] Inspector(s): DeVoe, A. Tested by: Harlin, S. 1 6x12 6x12 16x12_1 6x12 L101645 142215 143680 145485 6.00 Surface Strength (psi) 28.27 6001 L2 8.27 1 6.00 6.00 28.27 28.27 3590 5030 5080 5150 Reviewed by: . De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Failure Code 1 NA j' NA NA NA MTE 1050-1C, Rev 2, 10118! MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor RECEIVED Tacoma DEC - 0 7 2006 CONCRETE LABORATORY TEST RE oPMEIT Southcenter Mali Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 12/05/06 12580 Permit # (s): D06-072 Original: Revised: iJ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 50°F Clear Concrete Cadman 685323 661283 Initial Storage Temp. (ASTMM C31) 1= 65°F NR r Slump (ASTM C143) 0.369 5.5" Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual ' Entrained Air (ASTM C231) 4.2% Sample(s) Recd: 11/18/06 Placement Location and Notes: Curb connection at precast to slab 1/D -G and 1/J.4 -G. 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 1,465.0 lbs Coarse Aggregate 435.0 lbs Fine Aggregate 1,260.0 lbs Water 245.0 lbs Fly Ash 117.0 lbs Cement—Type I & II 547.0 lbs NE Admix 2.7 oz Glen 3030 30.7 oz Required Strength (fc): 4000 psi 28 days Date Made Sample # Lab # f11/17/0fi�'!f 0131Ji_ 9706 I 11/17/06 0131 !! 9707 11/17/06 ? 0131 9708 [1/17/061[0131 ([9709__ Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code _ L__11/24/06 i , _ 4 x 8 ' ; 48800 j l _4.00 1, 12.57 3880 _ j NA 12/15/06 28 P4 x 8 j _ 1 0.00 0.00 1 12/15/06 L28 4x8 11 0.00 1! 0.00JI j[ NA i' 12/15/O6L28 J L 4 x 8 [ 0.00 170.00 1 — _11- NA Inspector(s): Devoe, A. Tested by: Opgenorth, J. Reviewed by: I -Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE 1050-1C, Rev 2, ,Offer MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : r1:".:17:= m.7._ < , RECEIVED DEC 0 7 2006 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction 51°F Rain Concrete Cadman 06682538 551081R Sample Temp. 'Initial Storage Temp. (ASTM C1064) (ASTM C31) 67°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio 1 I Stump (ASTM C143) 11 Sample(s) Rec'd: f 0.261 4.75" 11/04/06 Placement Location and Notes: t Sampled at N 11.6, "curb" at third level. Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98489 Ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 12/01/06 Sample Set ID: 12469 Permit # (s): 006-072 Original: V; Revised: Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement WRA Non Chloride Accelerator Required Strength (i'c): 3000 psi @ 28 days Weight (per cu.yd) 4,650.0 Ibs 1,215.0 Ibs 4,410.0 Ibs 404.0 lbs 240.0 lbs 1,310.0 lbs 53.0 oz 78.0 oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab* Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 11/03/06 0127 11 9251 I 1 11/10/06 11 7.11 6x 12 1112447511 6.00 � 28.27 4400 11/03/06 11 0127 11 9252 ; { 12/01/06 11 28 11 6x 12 11 180605 11 6.00 i 28.27 ; 6390 11/03/06 1 i 0127 11 9253 11 12/01/06 11 28. 11 6 x 12 11 177480 1 6.00 1; 28.27 6280 11/03/06 I` 0127 1 9254 { 112/01/06 1 { 28. I I 6 x 12 i { 173725 11.6.00 1± 28.27 6140 Remarks: Inspector(s): DeVoe, A. Tested by: ()Wring, A. Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in This report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Failure Code NA NA NA NA • • MTE 1050-1C. Rev 2. 101181 MAY TESTING ENGINEERS, INC RECEIVED n DEC 0 7 2006 t1NI'Ir CONCRETE LABORATORY TEST RECOMMPMENyT Project Name: Site Address: Client: Engineer: Contractor. Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 12/05/06 12580 Permit # (s): 006-072 Original: Revised: ❑ Air Temperature: 50°F Weather: Clear Product Concrete Supplier: Cadman Ticket Number : 685323 MixDesign ID : 661283 Sample Temp. (ASTM C1064) 65°F [Water/Cement Ratio: 0.369 Initial Storage Temp. ! (ASTM C31) NR [Slump (ASTM C143) 5.5" FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 4.2% Sample(s) Rec'd: 11/18/06 Placement Location and Notes: 1 Curb connection at precast to slab 1/D -G and 1/J.4 -G. Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement—Type 18 II NE Admix Glen 3030 Required Strength (Pc): 4000 psi @ 28 days Weight (per cu.yd) 1,465.0 435.0 1,260.0 245.0 117.0 547.0 2.7 30.7 lbs lbs lbs lbs lbs lbs oz oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 11/17/06 L 0131 i 9706 11/24/06_11 7 11 4 x 8 ` 4880071 4.00 € i 12.57 H 3880 1r NA ` ( 11/17/06.11 0131. _11_ 9707 j ` 12/15/061 28 1 4 x 8 j1 11 0.00 10.00 1____ __j E NA_ 1 " (10131 ( 9708 H 12/15/06 1( 2811 4 x 8 11 11 0.00 11- 0.00 J 1- - - 11_ NA J' L11/17/06 1T0131 -1L 9709 12/15/06_1 L2811 4 x 8 II 10.00 1 [0.00 j I_ 1 __NA— —' Remarks: 111/17/06 Inspector(s): DeVoe, A. Tested by: Opgenorth, J. Reviewed by: -D nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev 2, 101181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : RECEIVED DEC! 01 2006 OMMUNiTY DEVELOPMENT T CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction 51 °F Rain Concrete Cadman 06682538 MixDesign ID : 551081R Sample Temp. Initial Storage Temp. (ASTM C1064) 1 (ASTM C31) 67°F NR Water/Cement Ratio: 1 Slump (ASTM C143) 0.261 4.75" Placement Location and Notes: Sampled at N 11.6, "curb" at third level. FIELD DATA ASTM C31 and C172 Actual Entr(ASTMr) NR Sample(s) Recd: 11/04/06 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 12/01/06 Sample Set ID: 12469 Permit # (s): D06-072 Original: d, Revised: IMix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement WRA Non Chloride Accelerator 78.0 oz Weight (per cu.yd) 4,650.0 lbs 1,215.0 lbs 4,410.0 lbs 404.0 lbs 240.0 lbs 1,310.0 lbs 53.0 oz Required Strength (f c): 3000 psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample #t Lab 1 Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 11/03/0611 0127 11 9251 1! 11/10/06 11 7.11 6 x.12 11 124475 11 6.00 11 28.27 11/03/06 11 0127 9252 11 12/01/06 11 28 11 6 x 12 ! 118060511 6.00 11 28.27 ; ` 11/03/06 0127 11 9253 !I 12/01/06 11 28 11 6 x 12 11 17748011 6.00 11 28.27 11/03/06 !1 0127 9254 111 12/01/06. 11 28 11 6 x 12 11 173725 11. 6.00 11 28.27 Remarks: Inspector(s): DeVoe, A. Tested by: Quiring, A. Reviewed by: Dennis Sanborn Branch Manager 4400 6390 6280 6140 Failure Code NA NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Ail testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • • " MTE1050.1 C, Rev 2. 10118/ MAYES TESTING ENGINEERS, INC RECEIVED MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 166 Owner. Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-22-06 Cloudy Structural Steel N/A DEC, 0 4 2006 GARpateguru�ad Evererl Office 917.134th Street SW Suite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Rolland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for welding inspection. Visually inspected welds for conformance with RFI #50.0001 and AWS D1.1-2006. Inspected top weld plate on the exterior precast strip to the weld plate at the top of the columns on the east and west sides. Welds were acceptable. To the best of our knowledge, items inspected today are in conformance with approved plans and specifications. INSPECTOR: Jim R. Kay Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. DEC' 0 4 2006 iviosr? JE 4,1 inftfeb MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 167 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-20-06 Weather: Sun Inspection: Structural Steel Framing Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma. WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, DR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as requested this day for special inspection of light gage structural steel framing at 3`d floor interior roof level soffit for stairway roof canopy at grids A - B.5, 1-1.3. Reviewed MTE report dated 11/08/06 by inspector Sanborn for canopy soffit fascia edge and details 6&11/A7.11 and 9155.5 of plans. This interior soffit at stairway inspected today was built in conformance to plan. MTE verified materials, including screws and inspected placement. No deficiencies were noted. Discussed with Tom Lucas, of JTM, resolution tc questions asked by Inspector Sanborn on 11/08/06 visit regarding slip track on fascia framing. The design group has given a verbal approval and written confirmation will follow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FS1 Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jaimie Gordon Reviewed by: /0. 6 Dennis Sanborn, Branch Manager MAYES 7- ice 91134 h Stye TESTING ENGINEERS, INC. eCeiVeb Everett e A 1 Street SW Su:1=a.. - . Everett, WA 98204 0 2006 ph fax 425.745.1737 360 MTE NO: T6100 p MUkl1y Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARANr 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 ph PERMIT NO: 1)06-072 fax 253.584.3 007 Portland Office Page 166 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-18-06 Weather: Clear Inspection: Epoxy Samples: N/A MTE inspector arrived on site and observed contractor place 518" diameter all thread bolts at wall precast "cap" bolt placement at gridlines 1/A -B and B/1-1.1. Contractor cleaned holes prior to placement by means of compressed air and wire brush. Epoxy used was Simpson Set Strong Tie, ICBO ER 5279, expiration 01/08. Bolts were placed in twisting manner with excess epoxy protruding into 6" minimum depth hole. This completes all epoxy bolt placement areas for this application (cap placement at top of wall). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC DEC 04 2006 RECEIVED Project Name: Site Address: Client Engineer: Contractor: 77,..E.7:7 -" DCOMMt1Nf7Y CONCRETE LABORATORY TEST RE Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 11/30/06 12461 Permit # (s): D06-072 Original: V Revised: LI Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63°F [Water/Cement Ratio: 0.426 44°F Rain Concrete Cadman 682129 551081R [Initial Storage Temp. (ASTM C31) NR FIELD DATA ASTM C31 and C172 Actual Slump (ASTM C1431 5" [Placement Location and Notes: Sampled at second level curbs, grid N 15.5. Entrained Air (ASTM C231) NR Sample(s) Rec'd: 11/03/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,522.0 Ibs Coarse Aggregate 3/8" 404.0 lbs Fine Aggregate 1,401.0 Ibs Water 220.0 lbs Fly Ash 77.0 lbs Cement—Type I & II 440.0 lbs WRA 18.0 oz Non Chloride Accelerator 22.0 oz Required Strength (cc): 3000 psi © 28 days Date Made Sample L11/02/06 11/02/06 L 11/02/06 (11/02/06 Remarks: 0126 0126 0126 0126 Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) F9219 I; 11/09/06] 7 11/30/06 1La_ii D9221 j1 11/30/06 11/30/06 9220 9222 28 J 28 Inspector(s): DeVoe, A. Tested by: Quiring, A. Load (lbs) Dia (in) Surface Strength (psi) Failure Code 5.48 j! 23.59 1 [ _ 5040 ) [ NA j• NA C 6x 12 IL118975] 6x12 170290 1 6 x 12j f 168750 6x12 173130 5.99 15.99 L 5.99 28.18 28.18 28.18 6040 1 5990 6140 NA NA Reviewed by: • • w Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE 1050.1c, Rev 2,101151 MAYES E TESTINGENGINEERS, INC, R�. MTE NO: T6100 G���1U PROJECT: SOUTHCENTER MALL PARKING GARAGE�A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 165 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-17-06 Weather: Cloudy Inspection: Structural Masonry, Concrete and Epoxy Samples: (4) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. QR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived onsite and observed contractor place approximately 8 cubic yards at CMU and BMU walls at column covers, gridlines 1/C -F and 1/L -K (6 total) to top out height 8'-0" lifts. Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway Mix ID #9002 (3,500 psi). Contractor placed cleanouts at locations for 8'-O" lift heights. Prior to placement of grout, visually inspected reinforcement and cell areas at above-mentioned locations. At time of inspections, areas appeared to be constructed per the project plans, specifications and applicable areas. Observed contractor place epoxy bolts at pre -cast caps at gridline B.4/1-1.1 and 1.3/A -A.3. Bolts were 5/8" diameter all thread, and were embedded minimum of 6" into masonry walls. Epoxy used was Simpson Set 22 Strong Tie, ICBG ER 5279, and expiration 01/08. Bolts were placed in a twisting manner with excess epoxy protruding. Prior to placement, holes were cleaned by means of a wire brush and compressed air. Observed contractor place 3 cubic yards of concrete at curb connection at pre -cast to slab area at gridlines 1/D-6 and 1/J.4 -L. Concrete was placed via buggy and consolidated by means of mechanical vibration. Concrete was supplied by Cadman Cement, Mix ID #661283 (4,000 psi). Obtained one sample for slump, temperature, air content and one set of (4) 4 x 8" concrete cylinders were cast. Results are as follows: Slump 5 W, temperature 65°, ambient temperature 50°, air content 4.2%. Location of sample: Curb at 1/D.9. Visually inspected areas prior to placement of concrete. At time of inspection, all areas appear to be constructed per project plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Aici•.rc Voe Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 164 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-16-06 Weather: Sunny Inspection: Structural Masonry, and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and observed contractor place 5/8" all thread bolts and epoxy at pre -cast caps at top of walls, 31d level, gridlines 6/C -F and N5.6-6.0, N4.7-5.3, N1.7-2.3, and masonry dowels at H.4/5.7. Bolts were placed in'/," diameter holes with minimum 6" embedment. Holes were cleaned with wire brush and compressed air prior to placement of bolts and epoxy. Bolts were placed in twisting manner with excess epoxy protruding. Epoxy was Simpson Strong Tie Set 22, ICBG ER5279, and expiration date 01/08. At masonry dowel placement at column veneer at H.4/5.3, contractor placed (4) #5; into concrete slab at 3rd level. Reinforcement was placed at 7" embed into %" diameter holes. Observed contractor place 8 cubic yards of grout at CMU and BMU at gridlines B.4/1-1.1 and column veneer at 8.3/1.2 (to top out height; 6'-0" lifts); column cores at 1/C -F (4 total, 8'-O" lift height to 24'-0" total height). Grout was supplied by Stoneway Concrete, Mix ID #9002 3500 psi. Grout was placed via pump and consolidated by means of mechanical vibration. Prior to placement of grout, visually inspected cell areas and reinforcement at locations. At time of inspection, all areas appeared to be constructed per the project plans, specifications and applicable areas. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 163 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-15-06 Weather: Rain Inspection: Structural Masonry Samples: NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed contractor place approximately 13 cubic yards of grout at CMU and BMU walls at A/4.7-5.3, A/1.7-2.3 (5'-4" lift to 5'-4" above 3'd level, top out); N1- 1.2, 1/A -B.4 (lift height varies up to 5'-4" in depth, top out height); B.4/1-1.1 and column at B.3/1.2 (6'-0" lift, 6'-0" above 3rd level); BMU column covers at 1/C -F and 1/L -K (6 total). Columns at 1/C.4 at 8'-0" lift, 16'-0" total height and 1/L -K at 5'-0" lift to 10'-4" total height. Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway and Mix Design used was #9002, (3,500 psi). Prior to placement of grout, visually inspected cell areas and reinforcement at locations. At time of inspection all areas appeared to be constructed per the project plans, specifications and applicable codes. All reinforcement verified the correct size, grade, clearances, splice, spacing and position. Observed contractor place anchor bolts at concrete columns at column cover location at columns at 1/L and 1/K locations with epoxy anchorage, for cover connection to column concrete. Bolts were placed in 5" depth holes, 7/8" diameter hole, %" diameter bolts. Holes were cleaned prior to placement of epoxy bolts. Epoxy used was Simpson Set 22, Strong Tie ICBO ER 5279, expiration 01/08. Bolts placed in twisting manner with excess epoxy protruding. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A r0oafice 100om029 S S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: 006-072 fax 253.584.3707 Portland Office Page 162 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-14-06 Weather: Clear Inspection: Structural Masonry, Cable Stressing and Reinforced Concrete Samples: (4) 4 x 8" MTE inspector arrived on site and observed contractor placed and stress cables at cable guardrails at ramp 1" to 2nd level at 4/C -H; 2nd level at C -K/3-4, and 3rd level at C -K13-4. Contractor stressed tendons to 3000 pounds per the project plans. Tendons were '/". Rams were stressing at 477 psi to achieve 3000 pounds per tendon. Contractor re -stressed tendons at 3`d level, K/3-4 due to initial stress not being adequate to produce 3000 pounds of tension at location. Contractor stressed each of these tendons to 1500 psi. This completes cable guardrail tendon placement. Observed contractor place approximately 5 cubic yards of concrete at handicap ramps on 1s' 2nd and 3rd levels at approximately gridlines J.3 -J.4/5 7-5.8 (1st level), J.2 -J.3/5.7-5.9 and L.2 -L.6/5.7- 5.9 (2nd level), H.7 -J.3/5.6-5.8 (3`d level); interior curb connection from pre -cast wall to slab at A/1.4-1.7, A/2.3-2.7. Concrete was placed via buggy and consolidated by means of mechanical vibration. Concrete was supplied by Cadman, Mix Design #661283 (5,000 psi). Obtained one sample for slump test, temperature and one set of (4) 4 x 8" cylindrical strength specimens were cast. Results are as follows: Slump 4 W, temperature 66°, ambient temperature 54°, ticket #684429, sampled at ramp at 2nd level, 5.8/L.4, air content 4.1 %. Prior to placement of concrete, visually inspected reinforcement at locations. At time of inspection, all areas appeared to be constructed per the project plans, specifications and applicable codes. All rebar verified for correct size, type, grade, clearances, splices and spacing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City or Tukwila INSPECT • DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 161 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-13-06 Weather: Overcast Inspection: Framing and Structural Steel Samples: None MTE inspector arrived on site for Structural Steel and Framing inspection. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed Soffit framing inspection at 3rd floor stair/elevator canopy at L -H/5.7-6. Contractor utilized a slip track to modify attachments per A/7.11 and s 5.5. There is a control joint at the corner of CMU at V6. All other attachments were per plans. To the best of our knowledge, items inspected today are in conformance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: PROJECT: Address: PERMIT NO: Page 160 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mali Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-13-06 Rain Structural Masonry None MTE inspector arrived on site to perform structural masonry inspection. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed contractor place approximately 6 cubic yards of grout at gridlinel, columns at C -F and K -L (6' to top of wall), columns at 1/C -F were 8'0" height, 8'0" lift; K -L were 5'4" height, 5'4" lift. Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway concrete 3500 psi, ticket #'31826. Prior to placement of grout, visually inspected cell areas and reinforcement at locations. At time of inspection, all areas appeared to be constructed per the project plans, specifications and applicable codes. At 8'0" lifts, contractor provided cleanouts to ensure grout at bottom lift height per codes. Observed contractor stress cables at ramp at 2nd level, grid line C -K/3-4, 3000 lbs. Contractor stated that he plans to continue work tomorrow. A total of 11 cables stressed today. To the best of our knowledge, items inspected today are in conformance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALI PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 159 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction • Date: 11-11-06 Weather: Clear Inspection: PT Cable Stressing Samples: None MTE inspector arrived on site to monitor PT Cable stressing. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed contractor place and stressW tendons at gridlines 3 -4/D -I and L/3-4 (3`d level ramp). Contractor stressed tendons to 3000 lbs each, or 477 psi with remote, approximately. Contractor stated that he plans to continue placement and stress of guardrail on Monday (11/20/06). To the best of our knowledge, items inspected today are in conformance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 158 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-10-06 Weather: Rainy and Cool Inspection: Post Tension Cable Stressing Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma. WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and visually observed contractor place W tendons at cable guardrail at gridlines 3/C -N, 1st to 2nd level ramp. Contractor stressed tendons to 3,000 lbs each, 477 psi ram/gauge combination, approximately. Contractor stated plans to continue placement of guardrails at locations tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Reviewed by: Dennis Sanborn, Branch Manager i 1 10/06/06 I MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 11/27/06 Sample Set ID: 12084 Permit # (s): 02-2864 Original: WI Revised: J Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64°F Clear Concrete Cadman 671263 661281 78°F [Water/Cement Ratio: 0.398 FIELD DATA ASTM C31 and C172 Actual 1 Initial Storage Temp. ' Entrained Air (ASTM C31) L (ASTM C231) NR NR Slump (ASTM C143) 1 [ Sample(s) Recd: j 7.75" [Placement Location and Notes: Set ill: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 221 cubic yards of 380 cubic yards total placed at 7:28am. 09/29/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 417.0 1,344.0 263.0 110.0 550.0 40.0 lbs lbs lbs lbs lbs lbs oz Date Made Sample* 01 18] 09/28/06 09/28/06 09/28/06 09/28/06 Remarks: 0116 0116 0116 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) 7696 7697 10/26/06 �1 28 4x8 4x8 1 7698 ; r 11/23/06 56 L4 x� 11/23/06 56 4 x 8 73165 f 4.01 1 Field cure samples cast 9/28/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4- 4500psi. Called Mike w/ 28d Low Break 4900psi, 2 put back for 56d cure (10/30/06 MG). Inspector(s): Sanbom, D. Le, Q. Load Ms) Dia (in) r 4.02 64425 62810 69060 4.04 4.01 7699 Surface Strength (psi) Failure Code 12.69 11 4290 12.82 12.63 12.63 4900 5470 5790 NA NA NA NA Tested by: Opgenorth, J. Reviewed by: A-6) Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev 2, 101181 MAYES TASTING ENGINEERS, INC. November 10, 2006 November 17, 2006 - Revised City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Southcenter Mall Parking Garage A -Phase 1 633 Southcenter Mall Blvd Tukwila, WA MTE Project No. T6100 Gentlemen, RECEIVED NOV 20 ?Qr FINAL LETTER Permit # 006-072 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Reinforced Concrete (Foundation, Slab -on -grade) Augercast Piles including Rebar To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING EN S r 1.2.4„. 1J Michael S. Dolder, P. . Vice President cc: Patrick Burns — Westfield America James Coughlin — Coughlin Porter Lundeen Troy McOmber — FSI Architects Martin O'Leary — JTM Construction Mike Napolitarto — JTM Construction Martin Page — Shannon and Wilson, Inc. 1 SHANNONiWLLSON [NC. -r maw'GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS •vV�� AU1V 16 20061 ny DEVELOPMENT November 15, 2006 Mr. Patrick Burns Westfield Corporation 633 Southcenter Parkway Tukwila, WA 98188 RE: FINAL REPORT ON CONSTRUCTION OBSERVATION, WESTFIELD SHOPPINGTON SOUTHCENTER GARAGE A, TUKWILA, WASHINGTON, PERMIT NO. D06-072 Dear Mr. Burns: ALASKA COLORADO FLORIDA MISSOURI OREGON WASHINGTON This letter presents our final report on geotechnical construction observation activities for the Garage A portion of the Southcenter Mall Expansion, Tukwila, Washington. Our services for this project included observation and evaluation of the following activities: ► Augercast pile installation ► Structural fill placement and compaction ► Preconstruction meeting with City of Tukwila The results of our observations are presented in our field activity reports dated May 16 through May 26, 2006. In summary, all foundation piles were evaluated and found to be competent for bearing. Our field reports from June 2 through June 16, 2006, document structural fill materials evaluated and approved below the building floor slab and alongside the pile grade beams. The structural fill that we observed was placed in an acceptable manner. In our opinion, the geotechnical -related work that we observed at the project site substantially complies with our recommendations and with approved plans and permit requirements. 400 NORTH 34TH STREET • SUITE 100 P.O. BOX 300303 SEATTLE. WASHINGTON 98103 206.632.8020 FAX 206.695.6777 TDD: 1.800.833.6388 www.shannonwilson.com 21-1-20189-007 Mr. Patrick Burns Westfield Corporation November 14, 2006 Page 2 . SHANNON WILSON, INC. Please contact me by phone at 206-695-6875 or via email at mwp@shanwil.com if you have any questions. Sincerely, SHANNON & WILSON, INC. PaES41231r7y J Martin W. Page, P.E., L.E.G. Associate MWP:TMG/mwp CC: STM Gcry of 7T/rrw/LA 21-1-20189-007-I3/wp/LKD 21-1-20189-007 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 151 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECEIVED Nov 16 2OQ61 COMMUNITY T6100 DEVELoPmENT SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-6-06 Heavy Rain Epoxy N/A ire: fi f Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and visually observed placement of (12) 1" diameter anchors at columns at gridlines C13 (2nd level) and K/3 (31d level) for embed plate for cable guard rail. Epoxy used was Simpson Set 22 ICBG ER 5379, expiration date 01/08. Holes were drilled to 1 1/8" diameter and minimum 4 W depth. Bolts were placed in twisting manner with excess epoxy protruding. Prior to placement of bolts/epoxy holes were cleaned by means of a wire brush and air compressor. Holes at column gridline K/3 (3'd level) were found to be damp and epoxy could not be placed at location due to dampness. Contractor stated plans to dry holes and complete work at a future date. Work completed appears to be in compliance with project plans, specifications and RFI #123 dated 10125/06. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: PROJECT: Address: PERMIT NO: Page 149 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECEIVED NOV 18 1 DEVELOPMENT uPM'ENT T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-3-06 Rain Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 5032131.7579 MTE inspector arrived onsite and visually observed placement of (12) 1" diameter all thread bolts at column at gridlines C/4, second level for embed plate for cable guardrail. Epoxy used was Simpson Set 22, ICBG ER 5379, and expiration date 01/08. Bolts were placed in twisting manner with excess epoxy protruding. Holes were drilled to 1 1h" diameter minimum 4" depth. Holes were cleaned by means of a wire brush and air compressor. Work appears to be in accordance with project plans, specifications and RFI #23, dated 10/25/06. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager CROSS -CONNECTION SPECIALISTS, LLC �> w P.O. Box 731933 Puyallup, WA 98373 BACKFLOW PREVENTION ASSEMBLY TEST REPORT (253) 840-2501 Fax: (253) 840-0886 CeII: (253) 318-3156 NAME: vv. 54 -Gd C \_ 5 k Q p e l t'+ c i (S. llre£.ti SERVICE ADDRESS: 3 3 S o L '" IA•-..--P,---4^-1.-0.7.-P k wok," k,( Tilp,(Ltl I. A LA._ Ci l f S LOCATION: hAe C k0 V1 1 c tk. VA . N iv‘ ' -v k -4--t. c 1 c.. ( vo -, C_ /4 CROSS CONNECTION CONTROL FOR: V\ 0 C- 1') (bo C TYPE ASSEMBLY: UN- V 4 MANUFACTURER. \+ V t 1 k t V1 5 MODEL: i 5 L - SIZE: 1 11 SERIAL NO. d 3 '7 !I UNE PRESSURE ! O 0 PS I ASSEMBLY IS: NEW 0 EXISTING 0 REPLACEMENT 0 OLD SERIAL # INITIAL TEST RESULTS >. EST AFTER REPAIR OR CLEANING Pressure Drop Accross No. 1 Check Valve psid Relief Valve Opened psid No. 1 Check: Closed tight 0 Leaked 0 No. 2 Check: Closed tight 0 Leaked 0 Minimum AIG present Yes No Passed Test: Yes No ( j No. 1 Check: Closed tight c(r ' psid Leaked 0 No. 2 Check: Closed tight K 0,2• psid Leaked 0 Passed Test: Yes x No Pressure Drop Accross No. 1 Check Valve psid Relief Valve Opened psid No. 1 Check: Closed tight ❑ Leaked ❑ No. 2 Check: Closed tight ❑ Leaked 0 Minimum A/G present Yes Passed Test: Yes No No No. 1 Check: Closed tight 0 Leaked ❑ No. 2 Check: Closed tight 0 Leaked 0 Passed Test: Yes No psid psid Air Inlet: Opened psid Failed to open 0 Check Valve' psid Leaked 0 Passed Test: Yes No Air Inlet: Opened psid Failed to open ❑ Check Valve' psid Leaked 0 Passed Test: Yes No Is this a proper installation? YES NO Appr ved Assembly? YES i \ NO Water Service found ON OFF Water Service left ON OFF A Confined Space 0 Remarks' ElMidwest 845 11040153 02/15/06 Test Equipment: Make Used Model Serial# Calibration Date V Watts 71(99E 243078 01/31/06 I CERTIFY THE ABOVE REPORT TO BE TRUE: Nancy Perry �' a 1 At.,,, -e v t l r Initial Test By: 4 Cert. No B 2463 Date i i t ((‘)V l Signature { Repaired By: 111 I Cert. No 82463 Date Repair Test By Cert. No 82463 Date - Signature MAYES TESTING ENGINEERS, /NCRECEIVED ••4 November 10, 2006 November 17, 2006 - Revised City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Via'):'71 a117t-',r.., • Re: Southcenter Mali Parking Garage A -Phase 1 633 Southcenter MaU181vd Tukwila, WA MTE Project No. T6100 Gentlemen, Nov 2 0 2006 COMMUNITY DEVELOPMENT FINAL LETTER Permit # D06-072 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma. WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Reinforced Concrete (Foundation, Slab -on -grade) Augercast Piles including Rebar To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING EN tftEs f Z-• 2-(. -20%1 Michael S. Dold_ei, P. EJO►. Vice President cc: Patrick Bums -- Westfield America James Coughlin — Coughlin Porter Lundeen Troy McOmber — FSI Architects Martin O'Leary — JTM Construction Mike Napolitano — JTM Construction Martin Page — Shannon and Wilson, Inc. t MAYES TESTING ENGINEERS, INC. RECEIVED Everett Street SW Suite A-1 2006 Everett, WA 98204 NOVr� 1 ph 425.742.9360 MTE NO: T6100 ncomm 1Nr�, fax 425.745.1737 _ PROJECT: SOUTHCENTER MALL PARKING GARAG pAIE Tacoma Office T 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 lax 253.5588437a Portland Office Page 156 7911 NE 33rd Drive Suite 190 Portland, OA 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction (Cont'd from page 155) PRELIMINARY: Al. Roof penetration framing at both stair canopies. B1. Horizontal track. C. Oversize holes to bolt facia to structure. cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Reviewed by: 'Avt , ennis Sanborn, anch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 155 Owner: Westfield America . Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor. JTM Construction Date: 11-8-06 Weather: Cloudy Inspection: Structural Steel Framing and Bolting Samples: NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for light gauge framing and canopy structural steel framing at the 3nd floor canopy A -B.5/1-1.3. A. Inspected metal roof decking puddle welds and button punching. Welds were visually acceptable per AWS DI.3 and button punching was per plans after minor corrections. During the inspection noticed that the roof drains did not have support installed as per general detail on 3/55.1. Roof drains were also installed at the other 3r1 floor canopy roof deck and is missing the framing. 1. Install framing for penetrations (roof deck) at both canopy room drains (A.1/1.3 and J.8/5.8). B. Inspected light gauge steel framing for the canopy at A -B.5/1-1.3. Welds and screws were found to be per plans and RFI 104. 1. Need clarification if horizontal studs are required per 91S5.5 if contractor utilized slip track on facia framing. C. During inspection noticed that the structural facia attachments, from beam to facia (detail 9, 4, 5 on S5.5) have had the plate slotted for bolting attachment. Holes are grossly enlarged and will require corrective action. Plate washers per AISC and/or welding of the connection. Contractor was notified. Reviewed by:4441 / (Coed on page 156) ennis Sanbo , ranch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC, MTE NO: T6100 PROJECT: SOUTHCENTER MALI PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 154 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-8-06 Weather: Clear Inspection: Reinforced Concrete Samples: (4) 6 x 12" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed 15 cubic yards of concrete placed at topping slab at gridlines 5.7 -6.0/H.2 -M.2; curb connection from slab to precast walls at level 3, N/3.3-5.7, 616.4-G and 2nd floor, A/2.3-3.0 and A/1.2-1.7 (excluding 2' high curb at A/1.1). Concrete was placed via buggy and consolidated by means of mechanical vibration. Concrete was supplied by Cadman, Mix #551083 (3,000 psi), 3A" aggregate. Obtained (1) sample for slump, temperature and one set of (4) 6 x 12" cylinders. Results are as follows: Slump 5", concrete temperature 64°, ambient temperature 47°. No water was added and sampled at 1:24pm, batched at 12:31 pm. Prior to placement of concrete visually inspected reinforcement at locations. At time of inspection all areas appeared to be constructed per the project plans, specifications and applicable codes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Reviewed by: 4v, Dennis Sanbo , Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 153 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Hop -� C Q T6100 a%414,0 X06, SOUTHCENTER MALL PARKING GARAGE A?y 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-31-06 Clear Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspector arrived on site to witness the embedment of all thread with epoxy for garage A, west garage northeast comer staircase. Hilti HY150 (expiration date 05/07) was used to embed the 29 5/8" diameter all thread 6". All inspections and procedures are conforming to IBC, manufacturers instructions and project specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Rory Bosma Reviewed by: (13 Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike htapolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 152 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-7-06 Rain Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed contractor placed (8) #5 horizontal rebar and epoxy at interior curb connection from precast walls to slab. Holes were drilled to minimum 5 �/2" depth, 3A" diameter. Holes were cleaned prior to placement of epoxy/rebar, by means of a wire brush and air compressor. Rebar was placed in twisting manner with excess epoxy protruding. Observed contractor place all thread anchor bolts (1" diameter) and epoxy at (12) holes at gridline K/3, 3rd level for embed plate for cable guardrail. Holes were drilled to minimum 4'//" depth and 1 1/8" diameter. Holes were dried by means of a torah and cleaned by means of a wire brush and air compressor prior to placement of epoxy anchor bolts. Bolts were placed in a twisting manner with excess epoxy protruding. Epoxy used at all locations noted above was Simpson Set 22 Strong Tie, ICBO ER 5279, and expiration 01/08. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC 101110"4.4.i."17_17=="7.7_,::—.IT= .,•- MTE NO: PROJECT: Address: PERMIT NO: Page 150 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 11-4-06 Heavy Rain Structural Masonry N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and observed approximately 8 cubic yards of grout placed at A/2.7-4.3 (14'-8" above 2nd level height, 6'-O" lift); A/1.2-1.3 (to 31-0" total height 8'-0" lift) and 1/A.9 -B-4 (to 30'4' above finish floor, 8'-0" lift) r,r.d A/5.5-6.0 (top out height 6'-O" lift). Grout was placed via pump and mechanically vibration. Grout was supplied by Stoneway Concrete and Mix #9002 (3,500 psi) was used. Prior to placement of grout, visually inspected reinforcement and cell areas. At time of inspection, all areas appeared to be constructed per the project plans, specifications and applicable codes. Contractor placed 8'-0" grout lifts continuously with verification that grout was being consolidated to bottom. Heavy rain during grout pour. Contractor used plastic coverings to protect areas from saturation during block laying and placement of grout. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 47°F Rain Concrete Cadman 683265 551083 I Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 64°F NR Water/Cement Ratio:I I Slump (ASTM C143) 0.429 511 Placement Location and Notes: Sampled at topping slab gridline H.1/5.9. FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 3.7% Sample(s) Rec'd: j 11/09/06 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 11/16/06 12493 Permit # (s): D06-072 Original: I Revised: I IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,210.0 lbs Coarse Aggregate 318" 711.0 lbs Fine Aggregate 1,277.0 lbs Water 222.0 lbs Fly Ash 77.0 lbs Cement 440.0 lbs WRA 17.7 oz NE Admix 2.3 oz Accel 25.3 oz Required Strength (t'c): 3000 psi 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 11/08/06 11 0128 11..9368. 11 11/15/06 11. 7.11 6 x 12 11 10164511 6.00 11 28.27 11 1 11/08/06 11 0128 11.9369 11 12/06106J 1 2811 6 x 12 11 11 0.00 11 0.00 11 1 11108106 11 0128 11 9370 11 12/06/06 112811 6 x 12 11_ _ _11 0.00 11 0.00 11 1 11/08/06 1 10128 11 9371 11 12106106.1 [ 26.11 6 x12 I 1 11 0.00 11 0.00 II Remarks: Inspector(s): DeVoe, A. Tested by: Harlin, S. Reviewed by: Dennis Sanbom Branch Manager 3590 Failure Code NA NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • I• FATE 1050-1C, Rev2, 10/19 4.00 68370 j MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: LJ Tacoma 10029 S. Tacoma Wav Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 11/15/06 12298 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65°F [Water/Cement Ratio: 0.392 57°F Clear Concrete Cadman 677354 661281 1 Initial Storage Temp. (ASTM C31) 1 NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Slump (ASTM C143) 1 L Sample(s) Rec'd: 5.5" 10/18/06 Placement Location and Notes: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Cement—Type I & II HRWRA Required Strength (f c): 5000 psi ig 28 days Weight (per cu.yd) 1,436.0 414.0 1,345.0 256.0 653.0 39.5 0.0 lbs lbs lbs lbs lbs oz Closure Strips on Third floor, plus ramp from second to third floor. Piers on third floor, building grids C/2, C/3, C/4, C/5. Date Made Sample # Lab # 10/17/06 10/17/06 10/17/06 10/17/06 10/17/06 10/17/06 10/17/06 Remarks: b123-FCIl 8552 j 10123-FCI 8553 H10/24/061 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 10/20/06 0123 0123 -FC 0123 0123 0123 8555 8554 8556 8557 8558 10/24/06 [ 10I31/05j 11/14/06 11/14/06 11/14/06 3 7 7 14 28 28 I 28 Inspector(s): Kotomaimoce, Tested by: Quiring, A. 4x8 4x8 4x8 4x8 4x8_1 4x8 4x8 62650 79940 170395 98190 96845 100560 4.00 4.00 4.01 Li 4.04 4.04 Surface Strength (psi) Failure Code 12.57 12.57 12.57 12.63 12.82 12.82 L12.82 I [ 4990 I 5440 6360 5570 7660 7550 7840 NA NA NA NA NA NA NA Reviewed by: 'H • a Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE /050-1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: T6100 Tacoma Office PROJECT: SOUTHCENTER MALI PARKING GARAGE A REC 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd EIVED suite c-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 �,�� �� 253.584.3720 fax 253.584.3707 Page 148 �� oP ENT 79 le NE 33rd Drive Butte 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Everett Office 917 -134th Street SW Suite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-3-06 Weather: Showers Inspection: Structural Steel Samples: N/A MTE inspector arrived on site for metal roof deck and steel stud framing inspections. Inspected metal roof deck for the 3rd floor canopy at L -H15.7-6. Welds and button punching was per plans and after minor corrections for missing puddle welds. Welds were visually acceptable per AWS/D1.3-04. Inspected steel stud framing for 3nd floor canopy at 2-H/5.7-6. Reviewed RFI 104 for connections to fascia. Welds were visually acceptable per AWS/D1.3-04. Corrections were required for details on S7.1. For missing screws, which the contractor corrected during inspection. All was then per plans and engineers directives. Visually inspected welding for barrier strand angles for ramp column connections at all levels and tube steel connection at 3rd floor along 3 & 4 line. Welds were visually acceptable per AWS/D1.1- 04 and plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield Arnerica Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, Fs' Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Reviewed by: A --63'4a6? Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED NOv 2d1.3 MTE NO: T6100 COMMUNITY _DEVELOPMENT Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAE A 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 falx 253.584370 Everert Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Portland Office Page 147 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-3-06 Weather: Overcast Inspection: Structural Masonry and Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site and observed 8 cubic yards of grout placed at N2.7-4.3 (8'-8" above second level height 8' lift); A11.2-1.3 (to 23'-0" height, 8'-0" lift) and 1/D.9 -B.4 (to 221-4" height 8'-0" lift). Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway Concrete Mix #9002 (3,500 psi). Prior to placement of grout visually inspected cell areas, reinforcement and 1' height. All areas appeared to be constructed per the project plans, specifications and applicable codes. Contractor placed 8'-0" grout lifts continuously, with verification that grout was being consolidated and moored to bottom of cells. Observed approximately 3 cubic yards of concrete placed at concrete curb connection from precast walls to slab at level 3, gridlines N/1.0-1.7, N12.0-3.0, N/4.0-4.7, 12" x 8" curb. Concrete was placed via buggy and consolidated by means of mechanical vibration. Concrete was supplied by Cadman Concrete Mix #551081 (3,000 psi). Obtained (1) sample for slump test, temperature and one set of (4) 6 x 12" cylindrical strength specimens. Results are as follows: Slump 4 W, ambient temperature 67°F, concrete temperature 51 °F, truck #238 and ticket #06682538. Prior to concrete placement visually inspected reinforcement at location. At time of inspection all work appeared to be constructed per the project plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: `Z6) Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. RECEIVED Everett 7 13t O s� eet SW Suite A-1 - W !� fEverett. WA 98204 r.Jv 1 �) ph 425.742.9360 MTE NO: T6100 COMMUNITY fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGI WELOPMENT Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06-072 fax 253.584.3707 Portland Office Page 146 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-2-06 Weather: Overcast and Rain Inspection: Resteel and Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced steel inspection. Visually inspected reinforcement at interior curb connection from pre -cast wall to slab at 2nd floor level at grid lines N/1.3 — 1.7, N/2.2 — 3.0, N/4.1 — 4.7, N/5.3 — 5.7, angle section at 5.7 — 6.0/M — N, 6/L — M. Verified rebar size, grade and placement. At time of inspection observed the following discrepancies: At angle section a grid lines 5.7 — 6.0/M — N, contractor did not install #4 reinforcement from pre- cast wall (per detail 19/S7.1). Contractor stated that reinforcement is not required at location due to pre -cast wall being temporary. Engineer clarification and approval is required. All other reinforcement appeared to be constructed per the project plans and specifications. Observed approximately 9 cubic yards of concrete placed at N/1.2 —1.7, N/2.2 — 3.0, N/4.1 — 4.7, N/5.3 — 5.7, angle section at 5.7 — 6.0/M — N, 6/L — M, 6/F — G, 6/6.4 — G, A/5.3 — 6.0, A/4.0 — 4.7. Concrete was placed via "buggy" and consolidated by means of mechanical vibration. Cadman Inc supplied Concrete, Mix Design #551081, 3000 psi, ticket #682129. Obtained one (1) sample of concrete for slump test, temperature and one (1) set of four (4) 6 x 12" cylindrical strength specimens. See laboratory sheet for more information. Previously inspected reinforcement at partial locations as noted above. Visually inspected remaining reinforcement at locations noted above. At time of inspection, all areas appeared to be constructed per the project plans, except for area previously noted. NONCONFORMING CONDITIONS: Plans show #4 rebar at pre -cast. Contractor omitted reinforcement at location due to area being temporary. Needs engineer's approval. INSPECTOR: Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager Evereff Office MAYES TESTING ENGINEERS, INC. RECEIVED 917-134th Street SW Suite A-1 _ r- Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T6100 (.,-IMMUNIITY PROJECT: SOUTHCENTER MALL PARKING GARAGE A;VCLOPMENT Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 145 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 11-1-06 Weather: Clear Inspection: Structural Masonry Samples: N/A Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform structural masonry inspection. Observed approximately 8 cubic yards of grout placed at 61A -B.3 (top out height, 5'-4" lift), Al2.7-4.3 (0'-8" above 2"d level height, 8'-0" grout lift), A/1.2-1.3 (to 15'-0" height, 8'-0" lift) and 1/A.9 -B.4 (to 14'- 4" height, 8'-0" lift). Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway Concrete Mix Design #9002, 3500 psi. Prior to placement of grout, visually inspected reinforcement and CMU cell areas. At time of inspection, all areas appeared to be constructed per the -project plans, specifications and applicable codes. Reinforcement was verified for correct size, type, grade and splice. AH areas appeared to be clean and free of mortar protrusions greater than W and other loose debris was not observed. Contractor placed 8'-0" lifts into two separate 4'-0" lift grout pours per code. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony DeVoe Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager Sample(s) Recd: MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. REC V ED Tacoma 10029 S. Tacoma Wav �� v / Suite E-2 CON- Tacoma WA 98499 DEVELUNrri NT a' 283.584.3720 CONCRETE LABORATORY TEST REPORT" 253.584.3707 Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: T6100 11/11/06 12469 Permit # (s): 006-072 Original: V Revised: 0 Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : 51°F Rain Concrete Cadman 06682538 551081R Sample Temp. I (ASTM C1064) 67°F Water/Cement Ratio: ti 0.261 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 4.75" ii [Placement Location and Notes:I Sampled at N 11.6, "curb" at third level. FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR 11/04/06 Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement WRA Non Chloride Accelerator Required Strength (fc): 3000 psi a 28 days Weight (per cu.yd) 4,650.0 1,215.0 4,410.0 404.0 240.0 1,310.0 53.0 78.0 Ibs lbs lbs lbs lbs Ibs oz oz Date Made Sample # Lab # 11/03/06 11/03/06 111/03/06 11/03/06 Remarks: 0127 0127 0127 0127 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 9251 [ 11/10/0C [9252 j 12/01/06 12/01/06 9253 9254 f 6 x 12 1(124475 1 L6.00 I L26.27 11 4400 -1L NA f • 6x12] 0.00 [ 0.00 28 12/01/06 Inspector(s): DeVoe, A. Tested by: Quehl, D. 28 28 8x12 6x12 0.00 0.00 1-070-0-1 0.00 Reviewed by: Dennis Sanbom Branch Manager NA NA 1" NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMM s except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1060-1C, Rev 2, 101181 Water/Cement Ratio: 1 0126 1 0.00, MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECE1V. D !. _. COMMUNITY CONCRETE LABORATORY TES1 gar Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 !ax 253.584.3707 Project No: T6100 Issued on: 11/11/06 Sample Set ID: 12461 Permit # (s): D06-072 Original: F]/ Revised: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63°F 44°F Rain Concrete Cadman 682129 551081R 1 Initial Storage Temp. (ASTM C31) 0.305 NR Slump (ASTM C143) FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 1 5" Placement Location and Notes: 1 Sampled at second level curbs, grid N 15.5. 11/03/06 Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement WRA Non Chloride Accelerator Required Strength (fc): 3000 psi 28 days Weight (per cu.yd) 4,650.0 lbs 1,185.0 Ibs 4,440.0 Ibs 476.0 lbs 240.0 lbs 1,320.0 lbs 48.0 oz 78.0 az Date Made Sample #I Lab # 9219 11/02/06 11/02/06 , 11/02/06 11/02/061 Remarks: 0126 0126 0126 COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0817 when appficable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface 19220 1 9221 f 9222 11/09/06] 1 11/30/06 1 11/30/06 11/30/06 Inspector(s): DeVoe, A. Tested by: Quehl, D. 7 1.28] 28 L28J 6x12 6x12 6x12 6x12 1 118975 1 5.48 0.00 0.00 0.00 23.59 0.00 0.00 Reviewed by: Strength (psi) Failure Code 5040 1 NA NA NA NA Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Ali testing performed in accordance with applicable ASTM'S except C-31, W.1.2 - "recording field temperature Information in this repot applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, lnc. MTE 1050 -IC, Rev2, 10/113f _Placement Location and Notes:1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor Nr CONCRETE LABORATORY TEST OMMU¢ Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 11/08/06 Sample Set ID: 12228 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 39°F Clear Concrete Cadman 674773 581081R j Initial Storage Temp. 68°F Water/Cement Ratio: 0.462 (ASTM C31) NR 1 Slump (ASTM C143)1 5.25" FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II Polyheed Glen 3030 Delvo Required Strength (f'c): 4000 psi ifp 28 days Entrained Air (ASTM C231) NR Sample(s) Recd: 10/11/06 Weight (per cu.yd) 1,469.0 465.0 1,391.0 253.0 80.0 468.0 20.1 12.1 19.1 lbs ibs lbs lbs lbs lbs oz oz oz 3RD floor column/piers at G, H and J/3 and 4, LJ2 and 5, and G/2 and5. 7 cubic yards total placed by pump and mechanically consolidated. Sampled at 7 cubic yards with 0 gallons of water added. Sampled at 6:45am. Date Made Sample # 10/10/06 L10/10/06 10/10/06 10/10/06 Remarks: 0122 0122 0122 0122 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab 0 Date Tested Age Size (in) Load (lbs) Dia (in) 8268 18269 8270 8271 1 10/17/06 J 11/07/06 11/07/06 11/07/06 28 LA]J 28 Inspector(s): Sanborn, D. Tested by: Quiring, A 4x8 4x8 4x8 4x8 52890 72865 76915 71386 _ r 4.02 4.01 4.01 4.01 Surface Strength (psi) Failure Code 12.69 12.63 12.63 12.63 Reviewed by: nis Sanborn Branch Manager 4170 5770 6090 L 5650 1 NA NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. w M 'ATE 1050-1C, Rev 2. 101161 MAYES TESTING ENGINEERS, INC RECEIVED MASONRY PRISM TEST REPORT�OMMUNIrY DEVELOPMENT T6100 Project: Southcenter Parking Garage Client: Westfield Contractor JTM Job # Permit # Date Rec'd: Date Issued: Original Revised 10/12/06 10/12/06 Tacoma Office 10029STaaxreWay steE2 Tacana,WA93499 2E3.594.3720 fax 253.584.3707 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design F'm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: Remarks/Locations: 10/11/06 2 C 90 8x8x16 1900 psi 1500 psi 10/12/06 Yes 64°F 60°F 69°F No ❑ FIELD DATA Mortar Producer: Design f c/28 days: Mix Proportions: Cement: Lime: Sand: Water Grout Producer. Design f c/28 days: Mix Proportions: Cement: 658 lbs Sand: 1997 lbs Basalite 1800 psi Pre Mixed Bag Stoneway 2000 psi Gravel: 907 lbs Water: 350 lbs WRA: 80 oz Wall along grids: A/2.7 to 4.4, N 1 to 1.3, A/ 1.7 to 2.3, 1/A to B.4, & 4 piers on grids AIC, A/D, A/E, A/F, elevation top of slab to +32" Sample #: 3 Compression Test Machine Information: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS ASTM C1314 Lab # Date Tested Age Grouted HIT Factor Total Load/Lbs ' Net Area Sq. In. Strength PSI PSI/With hUT Factor Type of Fracture Yes No 5916 10/19/06 7 X 2.05 1.004 136405 58.19 2344 2350 SCB 5917 11/9/06 28 X 2.03 1.002 139155 58.31 2386 2390 SCB 5918 11/9/06 28 X 2.04 , 1.003 216705 58.83 3702 3710 CB L TESTED BY: John Opgenolth INSPECTOR: Y. Koto imo REVIEWED BY: i Ma Gordon, Lab Manager Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi -Conical Break SB: Shear Break, FSS: Face Shell Separation Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYESTESTING ENGINEERS, INC. RECEIVED Everett Office 917 -134th Street SW . _ b 2 r Suite A-1 R.- ' NOVIV t J Y 0 L U Everett, WA 98204 COMMUNITY ph 425.742.9360 MTE NO: T6100 DEVELOPMENT tax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE A racoma Office10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 i x 253.55884.370 Portland Office Page 144 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-30-06 Weather: Clear Inspection: Structural Masonry Samples: N/A MTE inspector arrived on site for scheduled grout placement (6:OOam) at 5:30am. At this time, contractor was not onsite (masonry subcontractor). Contractor notified MTE that grout placement was rescheduled for 11:OOam. INSPECTOR: Anthony DeVoe Reviewed by: ff!. E Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 143 Owner: Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: s U T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-28-06 Sunny Structural Masonry and Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed contractor place approximately 6 14 cubic yards of grout at gridlines 6/C -F (to 28'-0" height above slab on grade, 8'-0" lift with cleanouts); U5.7-6.0, 6/K -L (to 41'-4" height above slab on grade, 6'-O" height of lift). Grout was placed via pump and consolidated by means of mechanical vibration. Grout was supplied by Stoneway Concrete, Mix ID #9002, 3500 psi, and ticket #725818. Cleanouts provided and verified for section at 81-0" lift. Prior to placement of grout at locations, observed CMU and reinforcement placement. At time of inspection, all work appeared to be constructed per the project plans and specifications. Observed contractor place 5/8" bolts and epoxy at top of wall at gridlines 6/6-K; M/4.6-5.4, N/2.8- 3.4, 1/L.6 -N. Holes were drilled to 3/4" diameter, minimum 5" depth and cleaned with wire brush and air compressor. Bolts were placed in twisting manner with excess protruding. Epoxy used was Simpson Set 22, expiration date 01/08, ICBO 5279. Observed contractor place'" threaded bolts into masonry wall for attachment of angle, per RFI #121 at elevator shaft at gridlines H.5 -J/5.8-6, for angle iron per response to RFI #121, dated 10/23/06. Bolts were embedded 8 W. Informed contractor of discrepancy. Epoxy used was Simpson Set 22, ICBG #5279, and expiration date 01/08. NONCONFORMING CONDITIONS: Bolts/epoxy placed at gridline H.5 -J/5.8.6 not at required embed depth. Need engineer approval. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber. FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwita INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 142 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA 006-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-27-06 Cloudy Welding N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 lax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for welding inspection. Inspected welding of the precast panels on the south and west sides of Garage A. Reviewed plans and RFI's #12, #115 and #116. The following items were discussed with the erector and contractor: 1. Several panel connection embeds were missing or misplaced. Connections will need to be completed per engineers requirements. 2. All welds need to be slagged, especially the bottom all thread connections. 3. RFI #116 allowed the use of all thread for the bottom connection but the weld length was increased from 2" to 3" long. 4. The panel to slab embed side plates are called out to be welded on three sides (actual call out is all around, which is only possible on three sides) with 5116" fillet welds. Some are welded three sides, some are welded two sides and some are welded on the third side to the front plate not on the TS from the panel. 5. Contractor needs to make corrections as needed and address condition with the engineer as necessary to complete panel connections. All fixes required by the engineer still need to be completed. Inspected welding of the southwest stair tower on the roof level. Welds are acceptable. PRELIMINARY: INSPECTOR: Jim R. Kay Reviewed by: - Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila TESTING ENGINEERS, INC. NAY (/ ,. � � Everettl3 Office MAYES 917•i34th Street SW O 1/�f 5 Suite A-1 b4'r G Everett, WA 98204 FCQpN/7), ph 425.742.9360 MTE NO: T6100 ��NT fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Site E-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 ax 253.55888 3707 Page 141 779x911 E 3land 8 d Drive Suite 190 Owner: Westfield America ph„503.28 751511 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction (Cont'd from page 140) Contractor stated that bolts needed to be protruding out more for placement of cap. By the time contractor began pulling bolts out, epoxy had been set at same locations. Informed contractor that bolts must be completely removed and replaced at approximately (12) locations at approximately gridlines N12.8-3.4. Contractor did not complete work at location the end of the day. Contractor stated plans to schedule for reinspection at location. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Anthony DeVoe Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 140 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-27-06 Overcast Structural Masonry and Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 lax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived on site and inspected locations: J/5.8-6.0 (to 4'-4" height above 3`d floor slab on grade); gridlines 6/F -C (to 20'-0" height, 6'-0") for columns; A15.7-6.0 (to 8'-0" total height above slab on grade); N2.7-4.3 (to 5'-4" total height above slab on grade). At above mentioned locations, observed contractor placing approximately 8 cubic yards of grout. Grout was placed via pump artd consolidated try means of mechanical vibration. Grout was supplied by Stoneway Concrete, 3500 psi, Mix Design #9002 and ticket #725097. Prior to placement of grout, performed visual inspection of areas to be grouted. All CMU was 4" x 8" x 12" smooth face. All reinforcement at location was observed to be in place per the project specifications and plans. At gridline 1/J -L.7 observed contractor place epoxy/rebar for interior curb reinforcement into slab on grade. Rebar was #4, grade 60. Epoxy used was Simpson Set 22 ICBG ER 527, expiration date 01/08. Holes were drilled to diameter of W with minimum 5" embedment. Bars were placed in twisting manner with excess epoxy protruding. At gridlines 61G -K; N/4.6-5.4; N12.8-3.4 observed contractor place epoxy/anchor bolts to top of masonry wall for cap placement. Bolts were 5/8" all thread. Epoxy used was Simpson Set 22 ICBG ER 5279, expiration date 01/08. Bolts were placed in twisting manner with excess epoxy protruding. Holes were 3/4" diameter and minimum 5" depth. All holes were cleaned. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila (Cont'd on page 141) ,L6)61 Dennis Sanborn, Branch Manager CONSTRUCTION Request for Information 0121 Detailed, RFIs Gawped by RFI Number Southcenter Parking Garages 633 Sou hcenter Mao Tukwila. WA 98188 Project 1 J6001 Tel: 206-246-1549 Fac 206-246-5198 JTM Construction RFl #: 0121 Date Created: 10/23/2006 Answer _ pa Coughlin Porter Lundeen Fifth and Pine Building 413 Pine Street, Suite 300 Seattle, WA 96101 Answered By . /4uthor Company Brian MacRae JTM Construction 1730 Minor Ave, Suite 1120 Seattle. WA 96101 Authored By Ben Coffman Co -Respondent Author RFI Number Sub Ledger Angel For Metal Decking at Elevator Shaft Structural C CompanyName: !tame_. Copies FS! Architects Troy McOmber 1 Question :L. _...._ .. _ . _ _ , .: 10f. 16 There is no detail showing how the metal deddng is to attach to the CMU at the elevator shaft. Please confirm that we are to use ledger angle similar to what is shown in 16/85.5. Suggestion. WI -War Attach metal deck to CMU with angle per 16155.5. In ries/ of anchor bolts use 3/4" threaded rod in epoxy grouted holes fg 24' o.c. (embed 6 1!2 ) Date Answerer!: 10123/2006 Brian MacRae, CPL., 10123X16 Prolog Manager Printed on: 1&23/2006 JTM Jl�on Page 1 f r, N. f -7 .= • ,j ,.:7; i fi=r.-• --.7..-- •••''. . i - r, f r LL 6 It N9 V CV _ ti t O iv 1 --r T p x — \ -- CO -47:x Fr/, \E , LI- CIO= X71 E f CN w to co .tft z ;7/L Z r, .25 a 0 0 zna 111 wooluivcq•Avom pas iummacuBy womano often gad 'aul 'VM to eftumpx3 siePI!f 0 P01)!Awd sPele 3 P S SVS fl. F., cei 6 - wOOVVAC N SOS )11114180JBV sum '3 eSeso iO4 'OU! `dM JO ermetpra wan :: a4 PaPooJd sp arson 5.55 Ilummimil M tn +t)irmimil 'N14 .tr �.L MAYES TESTING ENGINEERS, INC. RECEIVED NOV 0 7 2006 COMMUNrry DEVELOPMENT MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 139 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-26-06 Weather: Overcast Inspection: Structural Masonry and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived on site and inspected placement of grout and rebar for the CMU and brick walls at the in line tower. Locations include level 3 line 6 between L & J from level 3 to approximately 5'-4" above level 3, and the surrounding CMU walls from top of level 3 to 4'-0" above level 3. Grout was supplied by Stoneway (Mix #7034, ticket #724516). It was placed by pump and mechanically consolidated. #4 rebar was being epoxy grouted into place in the floor slab and columns in accordance with the general structural notes and detail 8/3.5. Holes exceeded 5" in depth and were cleaned by compressed air and brush. Simpson Set 22 was being used. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Dolder Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Naporitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TEST/NG ENGINEERS, INC. RECEIVED NOV 0 7 2006 COMMUNi7y DEVELOPMENT MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 138 Owner: Architect: Engineer. Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-25-06 Partly Cloudy Epoxy and Concrete N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for concrete inspection of steel stairs infill at grid line 6 from L to K from 1st floor to roof. Concrete was placed at stair treads with buckets. Mix #661281A (5,000 psi) placed at stairs, which is a 3,000 psi mix. No cylinders were cast. Epoxy rod inspection at 2nd level within grid line 6 from G to F. Observed holes roto -hammered to size and depth, cleaned with air and brush. 5/8" rods placed with Hilti HIT HY150 Epoxy per RFI 118 for pre -cast panel embed and manufacturers specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jim Gibson Reviewed by: h_6), Dennis Sanborn, Branch Manager cc: Patrick Burns. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECEIVED NOV 0 7 2006 .1-y CONCRETE LABORATORY TEST R COMPMMulg Etur Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma wav Suite E-2 Tacoma WA 08499 ph 253.584.3720 Fax 253.584.3707 Project No: T6100 Issued on: 11/01/06 Sample Set ID: 12349 Permit # (s): D06-072 Original: Revised: (� Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 50°F Overcast Concrete Cadman 679292 551083 65°F [Water/Cement Ratiol 0.396 Initial Storage Temp. (ASTM C31) NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 3.6% Slump (ASTM C143) j PSample(s) Recd: 4.75" 10/25/06 ;Placement Location and Notes: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II WRA A/E Admix Required Strength (fc): 3000 psi © 28 days Weight (per cu.yd) 1,197.0 705.0 1,271.0 210.0 85.0 445.0 18.5 2.0 lbs lbs lbs lbs lbs lbs oz oz Stair landings and treads located at the corner tower and inline tower from level 1 to 3. Sampled 2 cubic yards of 6 total cubic yards at 10:30am. COMPRESSION TEST RESULTS (ASTM C39, C1231. and C617 when applicable) Date Made Sample 5 Lab 5 Date Tested Age Size (in) Load (ibs) Dia (in) HI 0/24/06 1 10/24/06] L10/24/06 ] 10/24/06] Remarks: 0125 -II 8764 Ik i 10/31/0671 7 8765 iL 11/21/06 8766 -if 11121/06] { 0125 I 0125] 0125 28 8767 11/21/06 28 ] 28 Inspector(s): Opgenorth, J. Tested by: Le, Q. 4x8 [4x8 4x8 Surface 1 43900 4.01 j X2.63 0.00 �] 0.00 0.00 0.00 0.00 1 0.00 Reviewed by: Strength (psi) Failure Code 3480 II NA I 1 NA NA NA 1' nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050-1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED NOV 0 `% 2006 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: Ei Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 11/01/06 12298 Alt Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sampie Temp. f {ASTM C1064) 57°F Clear Concrete Cadman 677354 661281 FIELD DATA ASTM C31 and C172 Actual S 'InitialtoE t rage Temp. Er:rained Ai 1 ASTM 31 ASTM C231 dA' 1 ( ) ( ) 65°F NR NR `Water/Cement Ratio: 0.392 Slump (ASTM C143) Sample(s) Rec'd: 5.5" Placement Location and Notes: 10/18/06 Mix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Cement—Type I & II HRWRA Required Strength (fc): 5000 psi 28 days Weight (per cu.yd) 1,436.0 lbs 414.0 lbs 1,345.0 lbs 256.0 lbs 653.0 lbs 39.5 oz Closure Strips on Third floor, plus ramp from second to third floor. Piers on third floor, building grids C/2, C/3, C/4, C/5. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617when applicable) Date Made Sample * Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code [0/17/0610123 -FCS 8552 {_10120106 � b123-FCI1 8553 j -� 8555 ID 0/24/06 10/17/06 [0123 -FC' 8554 j1 10/31/06 L10/17/06] 0123 8556 11 11/14/06 1 0123 F855771 11/14/06 73123 L8558 11/14/06 10/17/06 10/17/06 0123 10/24/06 10/17/06 110/17/06 Remarks: 3 7 7 14 4x8 4x8 4x8 28 28 r28l Inspector(s): Kotomaimoce, Tested by: Simmons, N. L62650_ 68370 14.00_1 4.00 11 12.57 1r 4990 NA 1" 79940 14.00 x 8 1 70395] [4.01 4x8 1 4x8 4x8 L 0.00 0.00 12.87-1[ 5440 L NA " 6360 11 NA • 5570 L NA AT NA j" 12.57 12.63 0.00 0.00 NA 0.00 Reviewed by: NA 4-v De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31,10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. HATE 1050-1C, Rev 2, 10/1& MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. RECEIVED NOV 0 7 2006 COMMDEVA OPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 11/01/06 12134 Permit # (s): 006-072 Original Revised: [l Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 55°F Cloudy Concrete Cadman 672803 661281 Sample Temp. (ASTM C1064) 70°F rWater/Cement Ratio: 1 0.406 FIELD DATA ASTM C31 and C172 Actual Initial Storage Tem (ASTM C31) P. Entrained Air (ASTM C231) NR Slump (ASTM C143) 7.5" LPlacement Location and Notes: NR Sample(s) Recd: j 10/04/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,438.0 ibs Coarse Aggregate 3/8" 416.0 ibs Fine Aggregate 1,341.0 ibs Water 267.0 lbs Fly Ash 105.0 lbs Cement 552.0 lbs Glen 3030 35.6 oz Required Strength (Pc): 5000 psi 28 days Set IV: Post Tension Deck level 3 zone 5, grid G.411-4, 31G.4 -D.5, D,5/3-3.7, 3.7/D.5 -A, A/1-3.7, and 1/A -G.4. Sample taken at truck discharged at 204 cubic yards of 412 cubic yards total at 8:40am. Date Made Sample # Lab # r10103106l L 0121 J L7899 1 7900 1 10/03/06 X0/03/06 [ 10/03/06J Remarks: 1 0121 1 0121 0121 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 10/10/06_11 7 I L4 x 8 116610 _I 4.01 P12.63 71.- 6070 NA . 12.63) 10/31/06 1 28 7901 II 10/31/06 L28J 7902 10/31/06 1 28 4 x 8 1x107145 1 4.01 1 4.01 1 4x8 X106310(4.011 4x8 108460 Inspector(s): Sanborn, D. Le, Q. Tested by: Simmons, N. 12.63 12.63 Reviewed by: oa Dennis Sanborn Branch Manager 8480 8590 8420 NA NA J' NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval Of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev 2, tomer MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. 113 NOV 0 r 2046 CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 11/01/06 12133 Permit # (s): 006-072 0 Original: Revised: Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 51°F Clear Concrete Cadman 672735 661281 Sample Temp. (ASTM C1064) 71°F FIELD DATA ASTM C31 and C172 Actual IInitial Storage(ASTMC31) Temp. NR 1_Water/Cement Ratio: f Slump (ASTM C143) 0.404 8" Placement Location and Notes:1 Entrained Air (ASTM C231) NR Mix Proportions: Ingredient Coarse Aggregate 3(4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 [Sample(s) Recd: 10/04/06 Required Strength (f c): 5000 psi @ 28 days Weight (per cu.yd) 1,435.0 lbs 411.0 lbs 1,342.0 Ibs 264.0 lbs 105.0 lbs 549.0 Ibs 35.7 az Set III: Post Tension Deck level 3 zone 5, grid G.4/1-4, 31G.4 -D.5, 0,5/3-3.7, 3.7/D.5 -A, N1-3.7, and 1/A -G.4. Sample taken at truck discharged at 221 cubic yards of 412 cubic yards total at 7:30am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab* Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 10/03/06A 10/03/060 0/03106 10/03/06] Remarks: 0120 7895 , r 10/10/06 7896 10/31/08 [ 7897 10/31/06 7898 10/31/06 1[_28 Jr 4 x 8 f 0120 L0120 0120 11-71 4 x 8 [ f 84420 L4.01 r 4x8 FO -8-6-8151 4x8 28 Inspector(s): Sanborn, D. Le, Q. Tested by: Simmons, N. 110635 110750 4.01 4.01 4.01 12.63 12.63 12.63 12.63 Reviewed by: 6680 it P NA 8600 1 8760 8770 NA • NA Des Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 10504C, Rev2, 10/18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: NOV 0 7 2006 CONCRETE LABORATORY TEST lrMrt4H . Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 11/01/06 12132 Permit # (s): D06-072 Original: `% Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 50°F Clear Concrete Cadman 672708 661281 1 Sample Temp. rinitial Storage Temp. (ASTM C1064) 1 (ASTM C31) 70°F NR Water/Cement Ratio: Slump (ASTM C143)' FIELD DATA ASTM C31 and C172 Actual T Entrained Air (ASTM C231) NR f Samples) Rec'd: 1 i 0.409 8.5" 10/04/06 i Placement Location and Notes: 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,437.0 Ibs Coarse Aggregate 3/8" 414.0 Ibs Fine Aggregate 1,345.0 Ibs Water 268.0 lbs Fly Ash 105.0 lbs Cement 550.0 lbs Glen 3030 40.0 oz Required Strength (rc): 5000 psi 28 days Set II: Post Tension Deck level 3 grid; line G.4/1-3 to Zine 3/G.4 -D.5 to D.513-3.7 to 3.7/D.5 -A line A/1-3.7 and to line 1/A -G.4. Sample taken at truck discharged at 116 cubic yards of 412 cubic yards total at 6:05am. 5 gallons of water was added on site. Cadman QC added water and was also notified about slump, Date Made Sample # Lab # 10/03/06 L1 0/03/06 1 10/03/06] L10/03/06) L9119 ! Remarks: 0119 0119 0119 L7891 7892 '1 10/31/06 J L2] COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code r 10/10/06 7 7893 7894 Inspector(s): Tested by: 10/31/06 10/31/06 28 Sanborn, D. Simmons, N. 28 4x8 4x8 80110 1 100965 4 x 8_J 1 108830 4x8 Le, Q. 105170 4.01 4.01 4.01 4.01 12.63 12.63 12.63 12.63 6340 7990 1 8620 j 1 8330 Reviewedb . Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA NA NA • UTE 1050-1C, Rev 2, 10/18i ReCEivzo MAYES TESTING ENGINEERS, INC NOV 0 2006 =___.:..'._ ' D yJ OpbTVT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer: Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma waif Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584 3707 Project No: T6100 Issued on: 11/01/06 Sample Set ID: 12131 Permit # (s): D06-072 Original: F Revised: 17 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 51°F Clear Concrete Cadman 672700 661281 Sample Temp.1064) Initial(ASTM C31) Storage Temp. 71°F NR 1 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR [Water/Cement Ratio: Slump (ASTM C143) Sarnple(s) Recd: 0.408 8.5" [Placement Location and Notes: 10/04/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,335.0 lbs Water 268.0 lbs Fly Ash 105.0 lbs Cement 552.0 lbs Glen 3030 36.0 oz Required Strength (f'c): 5000 pal @ 28 days Set I: Post Tension Deck level 3 zone 5 grid; G.4/1-3, 3/G.4 -D.5, 0.5/3-3.7, 3.7/D.5 -A, A/1-3.7 and 1/A -G.4. Sample taken at truck discharge at 32 cubic yards of 412 cubic yards total at 4:35am. Cadman QC was notified about slump. Date Made Sample X Lab # 10/03/06] r 0118 7887 L10/03/06 1 0118 7888 10/03/06 _10118____1( 7889 110/03/Q6][ 0118 ; 7890 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Remarks: L10x10/06 1 10/31/06 10/31/06 1 7 28 10/31/06 28 28 1 4x8 JR9060 1 100055J 4x8 4x81 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Simmons, N. 92675 106280 4.01 4.01 4.01 { 4.0jJ Surface 12.631 12.63J 12.63 12.63 Strength (psi) Failure Code 6260 7920 7340 1_8_420_ Reviewed by: Yili7r t- Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. NA NA L NA • NA MTE 1050-1C, Rev 2, 10!18/ 1 1 TESTING ENGINEERS !NC ftc p MAYES Eo - �- .: �.� No 0 O , 2005 "4.7,r2(1 Project Name: Site Address: Client Engineer Contractor: CONCRETE LABORATORY TE Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction T Project No: T6109 Issued on: 11/02/06 Sample Set ID: 12145 Permit # (s): D06-073 Original: Revised: 0 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : 54°F Cloudy Concrete Cadman 673151 631081 Initial Storage Temp. (ASTM C31) Sample Temp. (ASTM C1064) 70°F Water/Cement Ratio: 0.415 NR 1 Slump (ASTM C143) FIE D DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 6" ',Placement Location and Notes: j NR Sample(s) Rec'd: 10/05/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 WRA Required Strength (fc): 5000 psi 28 days Weight (per cu.yd) 1,466.0 lbs 421.0 lbs 1,372.0 lbs 252.0 lbs 92.0 lbs 515.0 lbs 10.5 oz 28.4 oz Shear wall at A/1.7-2.3, columns at C/3,4,and 5 grade beam 1/J -J.7, S to X/1-2.8. Sample taken at truck discharged at 11 cubic yards of 73 cubic yards total. Time: 7:40am Date Made Sample a Lab # 10/04/06 10/04/06 10/04/06 10/04/06 Remarks: 0120 0120 L 012 0120 7944 1 7945.. 7946 7947 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 10/11/06 11/01/06 11/01/06 11/01/06 1 7 L 28 1 L2J 28 Inspector(s): Le, O. Tested by: Gordon, M. 4x8 4x8 4x8 4x8 Sanborn, D. 71720 93790 92815 4.00 4.01 4.01 91955 LL4.01 12.57 12.63 12.63 12.63 Reviewed by: r;.., De is Sanborn Branch Manager 5710 7430 7350 7280 NA • , NA NA NA " NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies onty to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev2, 10V1W MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 137 Owner Architect: Engineer Contractor: T6100 SOUTHCENTER MALL PARKING GARAG 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction (Cont'd from page 136) RECEIVE NDS o Q 3 ?006 CE SM Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584,3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.2813515 fax 503.281.7579 Inspected and approved reinforcing steel for curbs between grids 5-6, 4-5, 2-3 along A line per detail 31S7.1. Verified size, grade, lap splice and spacing. Observed concrete placement of Mix Design #551083 with air entrainment supplied by Cadman placed by buggy & 5 gallon buckets for stair landings and treads located at the comer tower and inline tower from level 1 to level 3. MTE was able to monitor 6 cubic yards of 10 cubic yards ordered. Verified cleanliness, clearances, performed slump test 4 3/4", air test 3.9% and cast a set of (4) 4 x 8" test cylinders for strength verification. Due to extended time to perform placement, was unable to monitor curb pour. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Opgenorth Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: T6100 _comm u„,, SOUTHCENTER MALL PARKING GARAGII�kVVZOaZg r Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 RECEive'b NOV 0 3 2006 Page 136 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-24-06 Weather: Mostly Cloudy Inspection: Structural Masonry, Epoxy and Reinforced Concrete Samples: (4) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as scheduled for structural masonry inspection. Inspected reinforcing steel for 8" BMU walls at grids N/1-1.3 to top of wall and N/2.8-4.2 to top of wall per details 3, 7/S7.1. Verified size, grade, lap splice and spacing of resteel. Observed grout placement of 8 cubic yards of Mix Design #7034 supplied by Stoneway placed by masonry line pump for 8" BMU walls described above. Verified clearances, cleanliness of cells and observed mechanically consolidation. No samples cast at this time. Inspected epoxy of (4) 3/." all thread anchors for 2 bearing plates along west wall of elevator at northeast inline tower level 3. Verified depth of 7", cleanliness of holes and the use of Simpson Set 22 Epoxy, expiration date 01/08. Epoxy was done in accordance with manufacturers recommendations and note 17 on S1.1. Inspected epoxy of precast connection plates for panel AE -0 located at G/6 level 3 per RFI #115. Contractor installed 5/8" all thread anchors with 5'/z" at CMU wall and 3" at slab. Verified cleanliness of holes, depth of holes and the use of Simpson Set 22 Epoxy, expiration date 01/08. Reviewed by: cc: Patrick Burns. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila (Cont'd on page 137) Dennis Sanborn, Branch Manager Water/Cement Ratio: 1 10/02/06 i 0119 1 63120 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECEIVED Nov 0 3 2006 DEVELOUpMENT CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 10/31/06 12124 Permit # (s): D06-073 Original: Vi Revised: L Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp, (ASTM C1064) 67°F Sunny Concrete Miles 174645 154CPS3 `' Initial Storage Temp. / (ASTM C31) 70°F 0.421 NR Slump (ASTM C143) 1 6" Placement Location and Notes:1 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 1 Sample(s) Recd: 10/03/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 718" 1,860.0 lbs Fine Aggregate 1,478.0 lbs Water 217.0 lbs Cement --Type I & II 516.0 lbs Polyheed 997 50.0 oz Required Strength (fc): 4000 psi @ 28 days Set Ill: Grade beam at N/2.8-4.2 and elevator pit. Sample taken at truck discharged at 12 cubic yards of 57 cubic yards total placed at 12:40pm. 5 gallons of water added onsite. Date Made Sample # Lab # f 10/02/061 10/02/06 10/02/06 Remarks: 0119 0119 1 0119 7860 7861 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 10/09/06 10/30/06 7862) 10/30/06Y f 10/30/06 7863 7 [28 1 28 I 28 4x8 4x8 4x8 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. 49610 62470 65760 4.01 4.01 4.01 4.01 Surface Strength (psi) Failure Code 12.63 12.63 12.63 12.63 Reviewed 3930 1 4950 5000 5210 -+ Dennis Sanborn ' Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA NA NA NA " rdTE 1050-1C, Rev2, 10f181 Water/Cement Ratio: 1 7857 1 4.01 l MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED NOV 0 3 2006 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 5. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 10/31/06 12123 Permit # (s): D06-073 Original: k/ Revised: LI Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 46°F Clear Concrete Cadman 6672298 551081R initial Storage Temp. (ASTM C31) Sample Temp. (ASTM C1064) 70°F 0.539 FIELD DATA ASTM C31 and C172 Actual NR 1 Slump (ASTM C143) 7" {Placement Location and Notes: Entrained Air (ASTM C231) NR Sample(s) Rec'd: 10/03/06 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 WRA Required Strength (fc): 3000 psi @ 28 days Weight (per cu.yd) 1,522.0 lbs 394.0 ibs 1,384.0 lbs 280.0 lbs 78.0 lbs 441.0 lbs 13.4 oz 21.3 oz Set II: Slab on grade at grid line F.5/1-3 to fine 3/F.5 -K to line K/3-2 to line 2/K -J to J/2-1 to line 1/J -F.5. Sample taken at truck discharged at 116 cubic yards of 206 total cubic yards placed at 7:50am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Has) Dia (in) Surface Strength (psi) Failure Code 10/02/ 0118 7856 1 10/09/06 7 4 x 8 59890 4.01 12.63 4740 10/02/06 0118 10/30/06 28 4x8 10/02/06j, 0118 7858 10/30/06 .. 28 4 x 8 10/02/06 Remarks: 0118 7859 10/30/06 28 1 4x8 Inspector(s): Sanbom, D. Le, Q. Tested by: Le, Q. 80370 78000 77770 4.01 4.01 12.63 12.63 12.63 6360 6180 6160 NA NA NA NA /1 Reviewed by: i i aDe is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. UTE 1050 -IC, Rev 2, 10/181 Placement Location and Notes:' 10/30/06 j RECEIVED MAYES TESTING ENGINEERS, INC NOV 0 3 2006 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer: Contractor: Southcenter Mall Parking Garage 13 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6109 10/31/06 12122 Permit # (s): 006-073 Original: rk Revised: Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : 45°F Clear Concrete Cadman 6672253 551081R + Sample Temp. L (ASTM C1064) 67°F [Water/Cement Ratio: 0.517 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. I Entrained Air (ASTM C31) (ASTM C231) NR NR Slump (ASTM C143)1 [ Sample(s) Recd: 6" 10/03/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,470.0 lbs Coarse Aggregate 3/8" 463.0 lbs Fine Aggregate 1,377.0 lbs Water 273.0 lbs Fly Ash 58.0 Ibs Cement 470.0 lbs Glen 3030 13.2 oz WRA 20.3 oz Required Strength (f c): 3000 psi @ 28 days Set I: Slab on grade at grid line F.5/1-3 to line 3/F.5 -K to line K/3-2 to line 2/K -J to J12-1 to line 1/J -F.5. Sample taken at truck discharged at 32 cubic yards of 206 total cubic yards placed at 6:25am. Date Made Sample tr 10/02/06 10/02/06 10/02/06 10/02/06 Remarks: 0117 0117 0117 0117 Lab# COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 7852_J f 10/09/06 7853 7854 7855 10/30/06 10/30/06 7 28 28 28 Inspector(s): Sanborn, D. Tested by: Le, Q. 4x8 4x8 4x8 4x8 Le, Q. 67520 88790 85500 85180 4.01 4.01 4.01 4.01 12.63 12.63 12.63_ 12.63 Reviewed b a. De is Sanborn Branch Manager 5350 7030 6770 6740 NA NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050-1C. Rev2, 101181 MAYES TESTING ENGINEERS, INC., MTE NO: PROJECT: Address: PERMIT NO: Page 135 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 REcErvED fr 01 `i DEVELOPMENT Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-23-06 Partly Cloudy Structural Masonry N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as scheduled for structural masonry inspection. Inspected reinforcing steel for 8" BMU walls at grids 1/A-13.3, N1-1.3 (2'-8" to 7'-4" above finish floor) per detail 18/S5.5, S3.4; 8" BMU walls at grids N/1-1.3 (3'-4" below top of wall) and N/2.8-3, 4-4.2 (approximately 26' to 28') per detail 18/S3.4, 31S7.1. Verified typical wall reinforcement of #5 at 24" on center vertical and (2) #5 at 32" on center horizontal. Observed grout placement of 5 cubic yards of Mix Design #7034 supplied by Stoneway placed by masonry line pump for 8" BMU walls described above. Verified cleanliness of cells, clearances and observed mechanical consolidation, no samples cast at this time. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Opgenorth iFl Y Reviewed by: � �- cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila nils Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. • RECEIVED 01 COMMUNITY MTE NO: T6100 DEVELOPMENT PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 134 Owner: Westfield America Architect FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 10-23-06 Weather: Partly Sunny Inspection: Structural Steel and Epoxy Samples: NIA MTE inspector arrived on site and performed visual inspection of welding on comer stair tower 3rd level/grid Al, per detail on S5.3 and S5.4. Note: Per email from Brian MacRae (CPL) welding of build up plates at grids 1 and 1.2/B.7 and 1.1/B is acceptable. The above work appears to be in accordance with plans and AWS/D1.1-2004. Note: On standby for inspection of epoxy installation for 2 hours. Epoxy installation was rescheduled for the following moming. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: / cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary. JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Mat Taylor /f is Sanborn, Branch Manager MAYES STING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 133 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-21-06 Cloudy Epoxy and Structural Masonry N/A RECEIVED EJV V ��...i COMMUNITY DEVELOPMENT A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503.281.7515 tax 503.281.7579 MTE inspector arrived on site for epoxy inspection. Inspected placement of epoxied vertical rebar dowels for the CMU walls (8") on lines L/5.8 to 6 and 5.8/K to L 3rd floor. Contractor placed #5 dowels in'/." x 5" holes at approximately 24" on center. Holes were blown and brushed per manufacturers directions. Epoxy used was Simpson Set, expiration date 01/08 and batch #03111011. 1. No RFl was available at this time, previous RFI's required 7" embedment for #5 CMU wall dowels (reference RFI #032). While on site Fairweather Masonry requested inspection of the CMU walls on lines N/2.8 to 3 and 4 to 4.2 elevation 22'-26" (approximately). Monitored mixing and grouting with site mixed Mutual Target Design Mix Fine Masonry Grout. Resteel was placed per plans and grout was mechanically consolidated. NONCONFORMING CONDITIONS: Notified contractor of item #1 as detailed above. Reviewed by: cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim R. Kay 01&et—. De nis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED 9 3 �StteetSW ,r --_,-11,,..i,' 01 1 .,i Suite A-1 Everett, WA 98204 COMMUNITY 1425.742.9360 MTE NO: T6100 DEVELOPMENT fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE A racoma Office 10029 S. Tacoma Way Address: 833 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06-072 fax 2553.5564 37o Portland Office Page 132 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-20-06 Weather: Rain Inspection: Structural Masonry, Epoxy and Reinforced Concrete Samples: (4) 4 x 8" MTE inspector arrived on site and monitored the grouting of the CMU/BMU walls at the following building grids: 1. N/1-1.4 elevation +18'-0" to +23'-0" from the top of the ground floor slab. 2. N/2.8-3 elevation +13'-0" to 18'-0" from the top of the ground floor slab. 3. N/4-4.2 elevation 13'-0" to 18'-0" from the top of the ground floor slab. 4. 6/J.6 -L +20-0" to 25'-0" from the top of the ground floor slab. Verified the reinforcing steel at the walls and Stoneway Grout Mix #7034 was poured through a pump and mechanically consolidated. Inspected the epoxy installation of (4) W diameter all thread rods with 5" embedment into the east side of the columns on building grids C16, D/6, E/6 and F/6 as per RFI 0102. Holes were verified for depth, spacing, diameter and cleanliness, prior to the application of Simpson Set Epoxy Adhesive and the insertion of the required rods. No exceptions noted. Performed the reinforcing steel inspection to the topping slab areas around the elevator and stairwell at the northeast corner on the ground and second floor level. Resteel was in accordance with the approved drawings and specifications. Observed the placement of Cadman Concrete Mix #551081R (3,000 psi), which was placed and mechanically consolidated into the listed areas above. A composite sample was taken from the point of placement, tested and (4) 4 x 8" cylinders were cast, to be laboratory cured for compressive strength analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila avita Kot9maimoce Sanborn, Branch Manager 1 Placement Location and Notes: I MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor RECEIVED CONCRETE LABORATORY TEST REPMUNInr DEVELOPMENT Project No: Issued on: Sample Set ID: Southcenter Mal! Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/27/06 12330 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product Supplier Ticket Number : MixDesign ID : 59°F Clear Concrete Cadman 678337 551081R FIELD DATA ASTM C31 and C172 Actua! Mix Proportions: Sample Temp. Ind�ial Storage Temp. Entrained Air (ASTM C1064) I (ASTM C31) (ASTM C231) 70°F NR NR Water/Cement Ratio: 0.520 Slump (ASTM C143) 4.5" Sample(s) Rec'd: 10/21/06 Ingredient Weight (per cu.yd) Coarse Aggregate 3/8" Coarse Aggregate 314" Fine Aggregate Water Fly Ash Cement—Type 18 II MRWRA HRWRA Required Strength (fc): 3000 psi @ 28 days 399.0 Ibs 1,522.0 lbs 1,395.0 Ibs 268.0 Ibs 76.0 lbs 439.0 Ibs 21.3 oz 13.5 oz Topping slab around the elevator and stairwell, located on the northeast of the parking garage. 15 gallons of water added onsite. Date Made Sample # 10120106) 0/20/06 10/20/06 10/20/06 Remarks: 0124 0124 0124 0124 COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Lab* Date Tested Age Size (in) Load (Ibs) Dia (in) 8686 8687 IL 11 /1 7/06_f L 28J 8688 8689 1 i 11/17/06 10/27/06 7 11/17/06 28 L2J Inspector(s): Kotomaimoce, Tested by: Le, Q. 4x8 4x8 4x8 4x8 L57070__ r 4.03 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.76 0.00 1 0.00 0.00 Reviewed by: D= nis Sanborn Branch Manager 4470 NA _1 NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AN testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report apiaries only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. BATE 1050-1C, Rev 2. 101181 1 Slump (ASTM C143) 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. RECEIVED COMMUNITY CONCRETE LABORATORY TEST REPORT NT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/26/06 12065 Permit # (s): D06-072 Original: Trij Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65°F Clear Concrete Cadman 671337 661281 78°F Water/Cement Ratio: 0.416 Initial Storage Temp. (ASTM C31) NR 8" [Placement Location and Notes: 1 Set IV: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 305 cubic yards of 380 cubic yards total placed at 9:05am. FIELD DATA ASTM C31 and 0172 Actual I Entrained Air (ASTM C231) NR Sample(s) Recd: 09/29/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 414.0 lbs Fine Aggregate 1,331.0 lbs Water 272.0 lbs Fly Ash 106.0 lbs Cement 548.0 lbs Glen 3030 40.0 oz Required Strength (fc): 5000 psi @ 28 days Date Made Sample # 09/28/06) {09/28/06 09/28/06 09/28/06 Remarks: 0117 0117 0117 0117 Lab# COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (In) Load (lbs) Dia (in) 7700 H0/06/06_1 7701 + 10/26/06 7702 j 710/26/06 r 7703 110/26/06 8 28 L8J 28 4x8 L55920J x 8I 773990 L 4.0471 4.02 4x8 4x8 72120 [ 70179 4.04 4.04 Surface Strength (psf) Failure Code [ 12.69 12.82 12.82 12.82 4410 5770 5630 5470 Field cure samples cast 9/28/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4-4 Reviewed by: 4 Inspector(s): Sanborn, D. Tested by: Simmons, N. Le, O. psi. NA NA NA NA • Den anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050-1C, Rev 2, 10/181 Sample Temp. (ASTM C1064) it Entrained Air I (ASTM C231) Water/Cement Ratio:1 Slump (ASTM C143)1 L Placement Location and Notes:1 0$128106 ( 7698 f ( NA ( MAYES TESTING ENGINEERS,.. INC.. itatatmennaavanteam Project Name: Site Address: Client: Engineer Contractor c, D • a•- '.YY.J�� Q9::'uYY;a;:acu.:an:<.,r..:n:..;.>r.:-:,.+:: •:.•..+:+•.>:x.r:::,.;:u .::. �::.... ,;, . _ �i:.•:it;::':�2'c;=#�$FGu:SNL::?:;z.:S�##'-:%'v''.�:-<ti%':'.'.::`':,',:'`':":�:::: ':...... -'-- --' CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JIM Construction `fir Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/30/06 Sample Set ID: 12084 Permit # (s): D06-072 Original: g Revised: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : 84°F Clear Concrete Cadman 671263 661281 78°F 0.398 Initial Storage Temp. (ASTM C31) NR 7.75" FIELD DATA ASTM C31 and Cl72 Actual NR Sample(s) Rec'd: 09/29/06 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 318" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (rc): 5000 psi 28 days Set 111: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 221 cubic yards of 380 cubic yards total placed at 7:28am. Weight (per cu.yd) 1,436.0 lbs 417.0 lbs 1,344.0 lbs 263.0 lbs 110.0 lbs 550.0 tbs 40.0 oz Date Made Sample # 1 09/28/06 ( 09/28/06 ( 09/28/061 o118) 0116 f ' 0116 (01161 Lab # 7896 7697 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 10/06/06 10/26/06 ( 11123106' 8 28 561 L 4x&J 4x8 ( 4x8 54425 62810 4.02 4.04 ( 0.00 Surface Strength (psi) Failure Code 12.69 12.82 o.00 7699 j( 11/23/06 t 56 if 4 x 8 (f if o.00 if o.00 4290 4900 Remarks: Field cure samples cast 9/28/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4- 4500psi. Called Mike w/ 28d Low Break 4900psi, 2 put back for ; • cure (10/30/06 MG). lnspector(s): Sanborn, D. Le, Q. Reviewed by: ./A/ D-1.01 anbom Tested by: Gordon, M. LOW BREAK RESULT Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with appicabie ASTMS except C-31, 10.1.2 -'recording field temperature Information in this report applies only to the actual samples tested end shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA NA ( NA MTE 1050.1C, Rev 2,101181 4.04! MAYES TESTING ENGINEERS, INCcomm FF 4 CONCRETE LABORATORY TEST REPS°PME"T RECEIVED Project Name: Site Address: Client: Engineer: Contractor. Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/26/06 12083 Permit # (s): D06-072 Original: rI Revised: ❑ Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64°F Clear Concrete Cadman 671222 661281 Initial Storage Temp. (ASTM C31) L 78°F LWater/Cement Ratio: I 0.405 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR NR Slump (ASTM C143) Sample(s) Recd: j 8.5" [Placement Location and Notes: j Set II: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 116 cubic yards of 380 cubic yards total placed at 5:45am. 09/29/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,437.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,335.0 Ibs Water 267.0 lbs Fly Ash 106.0 lbs Cement 553.0 lbs Glen 3030 40.4 oz Required Strength (f c): 5000 psi @ 28 days Date Made Sample 8: Lab ft [09128106 09/28/06 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 1_0115 J [ 7692 I L10/06/06 0115 7693 1 09/28/06 0115 [ 7694 10/26/06 10/26/061 8 J 28 1 28 4 x 8 11 75480 1 L4.02_1 12.691 4 x 8 11-94940 4x8 93070 09/28/0611_0115 j 7695 10/26/06 28 1 4 x 8 I-92466 Remarks: Field cure samples cast 9/28/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4-4 4.04 4.04 12.82 112.82 12.82 5950 j 7410 7260 7210 Inspector(s): Sanborn, D. Tested by: Simmons, N. psi. Le, Q. Reviewed by: Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested 800 shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Failure Code NA NA NA NA • • • • RITE 1050 -IC, Rev 2, 7LV7al 1 MAYES TESTING ENGINEERS, INC RECEIVED Project Name: Site Address: Client Engineer Contractor. 11. ' f (; ,. CONCRETE LABORATORY TEST ROMMT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98 499 ph 253.584.3720 fax 253.584.3707 T6100 10/26/06 12082 Permit *(s): D06-072 Original:[/] Revised: 17 Air Temperature: Weather. Product Supplier Ticket Number : MixDesign ID : 62°F Clear Concrete Cadman 671214 661281 1 Sample Temp. I Initial Storage Temp. (ASTM C1064) (ASTM C31) !1 74°F NR Water/Cement Ratio: 1 I Slump (ASTM C143) 0.402 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR L Sample(s) Rec'd: 8" 09/29/06 [Placement Location and Notes: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (ft): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 413.0 lbs 1,342.0 lbs 264.0 lbs 106.0 lbs 550.0 lbs 40.5 oz Set I: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 33 cubic yards of 380 cubic yards total placed at 4:30am. Date Made Sample #r Lab #i 09(28/06 0114 09/28/061F 0114 j 09/28/06 09/28/06 Remarks: 0114 0114 7688 COMPRESSION TEST RESULTS (ASTM 039, 01231, and 0617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code D x/06/06 8 7689 11 10/26/06 28 7690 10/26/06 7691 10/26/06 28 128 4x8 79090 r 4 x 8 ro-1-3-971 1 1 99065 I 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Simmons, N. 99987 4.o2J 4.04 4.04 4.04 12.69 _IL 6230 r12.82 12.82 7720 7730 NA • NA NA Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev 2, 10(181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: RECEIVED Tacoma 10029 S. Tacoma Wav 4 V -, JSuite E-2 Tacoma WA 98499 COMMUNITY ph 253.584.3720 CONCRETE LABORATORY TEST REPORT ELOPMENT fax 253.584.3707 Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 10/25/06 Sample Set ID: 12069 Permit # (s): D06-072 Original: V Revised: ❑ Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 56°F Partly Cloudy Concrete Cadman L-15 cad -661281 `initial Storage Temp. (ASTM C31) 11 Sample Temp. (ASTM C1064) 72°F Water/Cement Ratio: 0.386 NR Slump (ASTM C143) 6.5° Placement Location and Notes: 1 FIELD DATA ASTM C31 and C172 Actual Ent(ASTM NR Sample(s) Recd: 09/28/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,343.0 lbs Water 253.0 lbs Fly Ash 106.0 lbs Cement—Type 1811 549.0 Ibs HRWRA 40.5 oz Required Strength (fc): 5000 psi @ 28 days Level 2 closure strips at building lines F.8/1-3; F.813-4 (ramp); F.814-6. Cast at 10 cubic yards at 8:30am. Garage 8 (permit #D06-073) elevator pit slab at lines M.8/4.1. Date Made Sample * Lab e L00/27/08 09/27/06 L09/27/06 09/27/06 Remarks: 0113 0113 0113 0113 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 7635 ' 10/04/06 7 4 x 8 1 73755 4.01 12.63 7636 I1 10/25/06 28 4 x 8 [91940 4.01 12.61 7637 7638 10/25/06 10/25/06 28 28 4x8 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Quehl, D. 91065 L88920 4.01 4.01 12.63 12.63 5840 7280 7210 Reviewed by 401 Dennis Sanborn Branch Manager f NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. RATE 1050-1C, Rev 2, 101181 0116 , 4.01 1 4.02 j , 0116 I MAYES TESTING ENGINEERS, INC 111010=111=11==: 7 Project Name: Site Address: Client Engineer Contractor RECEIVED Tacoma tai „- , 10029 S. Tacoma Way 1 :J j /' } Suite E-2 Tacoma WA 98499 COMARur417y phx 253.584.3720 2 IS 6 CONCRETE LABORATORY TEST REP"OPMENr Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6109 issued on: 10/27/06 Sample Set ID: 12103 Permit # (s): D06-073 Original: V, Revised: 111 Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : 56°F Cloudy Concrete Cadman 671834 551081R Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) Sample Temp. (ASTM C1064) 71°F [Water/Cement Ratio: M 0.516 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 1 7" Placement Location and Notes: IMix Proportions: Ingredient Coarse Aggregate 3/4” Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II WRA Glen 3030 09/30/06 Required Strength (fc): 3000 psi @i 28 days Weight (per cu.yd) 1,521.0 lbs 395.0 Ibs 1,393.0 lbs 266.0 Ibs 77.0 Ibs 439.0 lbs 21.0 oz 13.0 oz Set IV: Garage B slab on grade at E.5 -K.5/2.8-6 and tie beams. Samples taken at truck discharged at 308 cubic yards at 441 cubic yards total. Concrete placed by pump and mechanically consolidated. Date Made Sample 5 09/29/06) 09/29/06 09/29/06 09/29/06 Remarks: 0116 1 01161 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab 0 Date Tested Age Size (in) Load (Ibs) Dia (In) Surface Strength (psi) Failure Code 7775 1 7776 1 7777 7778 10/07/06 10/27/06_1 10/27/06 10/27/06 1 8 4x8 L62250 a_1 L_4 X 8 11_743203 4.02 ] 12.69) 4x8 1- 12.63 28 1281 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. 75760 72680 4.02 12.69 12.69 Reviewed by: 4930 5860 5970 5730 1 fir• CDe is Sanborn Branch Manager 1 NA 1• NA NA NA f • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM'$ except C-31, 10.1.2 - "recording field temperature Information in this report applies only b the actual samples tested and shall not be reproduced without the approval or Mayes Testing Engineers, Inc. MTE 1050.1C, Rev2, 1Wtel 7772 1 0115 , MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. RECEIVED Tacoma CONCRETE LABORATORY TEST REP® op J yr Southcenter Mall Parking Garage B 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 10/27/06 Sample Set ID: 12102 Permit # (s): D06-073 Original: [j Revised: ❑ Air Temperature: Weather: Product Supplier Ticket Number : MixDesign ID : 56°F Fog Concrete Cadman 671754 551081R Sample Temp. (ASTM C1064) 70°F Water/Cement Ratio: 0.507 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) FIELD DATA ASTM C31 and C172 Actual 1=d NR Sample(s) Recd: 7.5" 09/30/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,520.0 lbs Coarse Aggregate 3/8" 399.0 lbs Fine Aggregate 1,359.0 lbs Water 262.0 lbs Fly Ash 77.0 lbs Cement—Type I & II 440.0 lbs WRA 21.4 oz Glen 3030 13.0 oz Required Strength (fc): Placement Location and Notes: i 3000 psi 28 days Set III: Garage B slab on grade at E.5 -K.5/2.8-6 and tie beams. Samples taken at truck discharged at 210 cubic yards at 441 cubic yards total at 6:35am. Concrete placed by pump and mechanically consolidated. 10 gallons of water added onsite. Date Made Sample # Lab 1 09/29/061 0115 F09/29/061 0115 09/29/06 1 /29106 1 Remarks: 0115 7771 7773 7774 COMPRESSION TEST RESULTS (ASTM C39, C1231, and Ct317 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 10/07/06 8 1 10/27/06 10/27/06 10/27/06 1 28 28 28 4x8 4x8 4x8 4x8 , Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. 47745 66700 65120 66620 4.01 4.03 4.03 4.03 Surface Strength (psi) Failure Code 1 12.0AL L 3780 1 [ 12.76 12.76 12.76 Reviewed by: a. nis Sanborn Branch Manager 5230 5110 5220 NA ]* NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this repot applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. " FATE 1050-/C, Rev 2, 10!16! Placement Location and Notes:1 MAYES TESTING ENGINEERS, INC 11121111111112111811111111=311W — RECEIVED COMMUNITY CONCRETE LABORATORY TEST REP8WLOPMENT Project Name: Southcenter Mall Parking Garage B Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client Westfield America - WA Engineer. Coughlin Porter Lundeen Contractor JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ch 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 10/27/06 Sample Set ID: 12101 Permit # (s): 006-073 Original: [./] Revised: El Air Temperature: 55°F Weather: Clear Product: Concrete Supplier: Cadman Ticket Number : 671733 MixDesign ID : 551081R FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,522.0 ibs Coarse Aggregate 3/8" 394.0 ibs Fine Aggregate 1,456.0 lbs Water 257.0 lbs Cement—Type! & II 441.0 ibs WRA 21.0 oz Glen 3030 13.4 oz Fly Ash 78.0 lbs Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 72°F NR NR Water/Cement Ratio: j [ Slump (ASTM C143)1 1---Sample(s) Rec'd: 0.495 7.25" 09/30/06 Required Strength (f c): 3000 psI q 28 days Set II: Garage B slab on grade at E.5 -K5/2.8-6 and tie beams. Samples taken at truck discharged at 116 cubic yards at 441 cubic yards total at 5:37am. Concrete placed by pump and mechanically consolidated. 10 gallons of water added onsite. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code Date Tested Age 09/29/06) 0114 1 7767 j 10/07/06 ] 8 1 4 x 8 148260 i L4.01 L0g/29/061F 0114 if 77687 110/27/06 1 L281) 4 x 8_1 109/29/06 0114 1 7769 { 10/27/06 L09/29/061 0114 7770 r 10/27/06 Remarks: 1 28 1 28 4x8 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. 69530 70510 66650 4.03 4.03 4.03 1 12.63 1 L_ 3820 _J L NA 12.76 12.76 12.76 Reviewed by: i Dennis Sanborn Branch Manager 5450 5530 5230 NA' NA 1 NA , • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. A I testing performed in accordance with applicable ASTM°s except C-31, 10.1.2 -"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE 1050-1C, C, Rev 2, 10/15/ t 7765 1 NA 1 0113 3 NA j MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. RECEIVED COMiMJNi f Y DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Poster Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E.2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 10/27/06 12100 Permit # (s): 006-073 Original: SA Revised: ❑ Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID: 54°F Clear Concrete Cadman 671724 551081R Sample Temp. lnttial Storage Temp. (ASTM 01064) (ASTM C31) 72°F NR 'Water/Cement Ratio:1 Slump (ASTM C143)1 0.508 5.5" f .Placement Location and Notes:1 FIELD DATA ASTM C31 and 0172 Actual Entrained Air (ASTM C231) NR Sample(s) Redd: 09130/06 IMix Proportions: ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,523.0 lbs Coarse Aggregate 3/8" 360.0 ibs Fine Aggregate 1,397.0 lbs Water 263.0 lbs Fly Ash 78.0 lbs Cement—Type I & II 440.0 lbs WRA 21.0 oz Glen 3030 12.0 oz Required Strength (ft): 3000 psi 28 days Set I: Garage B slab on grade at E.5 -K5/2.8-6 and tie beams. Samples taken at truck discharged at 43 cubic yards at 441 cubic yards total at 4:47am. Concrete placed by pump and mechanically consolidated. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample * Lab * Date Tested Age Size (in) Load (lbs) Dia (in) li_:19/29/06 i! 0113 1 F09/29/06 0113 0/29/061 109/29/06] Remarks: 0113 776321 10/07/06 L821 4 x 8 2 60035 I L4, 01 L 4.03 _ 7764 7766 l 10/27/06 J 281 f4 x 8 f 10/27/061_28j 281 / 4 x 8 11 78480 80250 10/27/06 28 4x8 Inspector(s): Sanborn, D. Le, Q. Tested by: Le, 0. 79920 4.03 1 14.03 Surface Strength (psi) Failure Code 12.63 12.76 12.76 12.76 4750 -1 NA ]' 6290 6150 6270 Reviewed by: 4,, De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Alt testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • • ATE 1050-1C, Rev 2,10/181 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 131 Owner Architect: Engineer: Contractor Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mali Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-19-06 Rain Structural Masonry, Epoxy and Resteel N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and monitored the grouting of the CMU/BMU walls at the following building grids: 1. N/1-1.4 elevation +15'-0" to +18'-0" from the top of the slab on grade. 2. N/2.8-3 elevation +10'-0" to +13'-0" from the top of the slab on grade. 3. N/4-4.2 elevation +10'-0" to +13'-0" from the top of the slab on grade. Verified the reinforcing steel at the walls and Stoneway Grout Mix #7034 was poured through a pump and mechanically consolidated. Inspected epoxy installation of (1)3/4" diameter all thread rod with 5" embedment into the 2nd floor beam, along building grids N14-4.3 as per RFI 0102. Holes were verified for depth, spacing, diameter and cleanliness prior to the application of Simpson Set Epoxy Adhesive and the insertion of the required rods. Performed a preliminary resteel inspection to the topping slab areas around the elevator and stairwell a the northeast corner, on the ground and second floor. Work is still in progress and concrete placement is schedule for Friday 10/20/06. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy Mcomber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Yavita Kotomaimoce Reviewed by: Z'ii Dennis Sanboriranch Manager Slump (ASTM C143) I MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/24/06 12298 Air. Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : 57°F Clear Concrete Cadman 677354 661281 Ini Storage Temp. (ASTM 010134) I (ASTM C31) NR 65°F Sample Temp, [Water/Cement Ratio: i 0.392 5.5" [Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual EnrM(A NR Sample(s) Rec'd: 10/18/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 318" Fine Aggregate Water Cement–Type I & II HRWRA Required Strength: 5000 psi 28 days Weight (per cu.yd) 1,436.0 lbs 414.0 lbs 1,345.0 Ibs 256.0 lbs 653.0 lbs 39.5 oz Closure Strips on Third floor, plus ramp from second to third floor. Piers on third floor, building grids C/2, C/3, C/4, C/5. Date Made Sample # 10/17/06 10/17/06 Lip/i7/06 10/17/06 10/17/06 10/17/06 10/17/0 Remarks: 0123 -FC 0123 -FC 0123 Lab 8552 1 8553 11 10/24/06 8555 b123-FCN 8554 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Age Size (in) Load (Ibs) Dia (in) L3i 4 x 8 ! fx8 Date Tested 10/20/06 0123 0123 0123 1 8556 8557 [ 8558 ,! 10/24/06 10/31/06 11/14/06] 11/14/06 11/14/06 7 7 14 28 28 r28 Inspector(s): Kotomaimoce, Tested by: Le, CI. 4x8 4x8 4x8 4x8 4x8 62650 6837i1 79940 r 4.00 4.00 4.00 LO� 0.00 1 o.00 Surface 12.57 J 12.57 12.57 0.00 0.00j 0.00 0.00 Reviewed by: ar—Den is Sanborn Branch Manager Strength (psi) 4990 5440 6360 Failure Code NA 1* NA NA NA NA 1 NA w NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 11150, Rev 3, 7-0 4040 1 10/24/06 1 0006 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set Permit # (s): Original: Revised: El Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6109 10/24/06 ID: 12064 D06-073 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : 64°F Sunny Concrete Cadman 670407 551081R Sample Temp. L (ASTM C1064) Initial Storage Temp. (ASTM C31) 1 FIELD DATA ASTM C31 and C172 Actual 75°F NR [Water/Cement Ratio: Entrained Air (ASTM C231) NR Slump (ASTM C143) 1 ( Sample(s) Rec'd: 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1& II HRWRA MRWRA 0.503 7" 09/27/06 Required Strength: Placement Location and Notes: ` 3000 psi @ 28 days Set ill: Slab on grade at building lines A -E.5/1-4. Cast at 220 cubic yards at 8:50am. Weight (per cu.yd) 1,522.0 lbs 395.0 lbs 1,390.0 lbs 261.0 lbs 78.0 lbs 441.0 lbs 13.5 oz 21.2 oz Dale Made Sample * 09/26/06 09/26/06 09/26/06 09/26/06 Remarks: LaoosJ 0006 0006 Lab* 7617 7618 7619 1 7620 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 10/03/06 L 10/24/06 10/24/06 28 28 j 28 4x8 4x8 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Le, Q. r 51060 75520 75730 74680 4.01 4.00 1 4.00 4.00 12.6i1 12,57 12.57 12.57 Reviewed by: _ Denni Sanbom Branch Manager 6010 1 6030 Failure Code NA PNA• NA 1 NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only 10 the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 0150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set Permit # (s): Original: Revised: LI Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 10/24/06 ID: 12063 D06-073 Air Temperature: Weather Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60°F Sunny Concrete Cadman 670338 551081R 74°F LWater/Cement Ratio: r 0.505 FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Ini�Storage Temp.Entrained Air (ASTM C31) I� (ASTM C231) NR NR Slump (ASTM C143) 7" rPlacement Location and Notes: Sample(s) Recd: 09/27/06 Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement --Type I & II HRWRA MRWRA Required Strength: 3000 psi @ 28 days Set II: Slab on grade at building lines A -E.5/1-4. Cast at 115 cubic yards at 7:25am. Weight (per cu.yd) 1,523.0 lbs 398.0 lbs 1,393.0 lbs 261.0 lbs 78.0 lbs 439.0 lbs 13.6 oz 21.2 oz Date Made Sample * Lab* LQ9/26/06 LQ9/26/06 L09/26/06 J 09/26/06 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L0005 7613 ,' D0/03/06 00053- 7614 0005 1 0005 7615 7616 10/24/06 7 28 4x8 51900 4.01 12.63 ! P 4110 1; NA L4 x 8 71620 4.00 L12.57 [ 10/24/06_1 28 4 x 8 ( 73440J 10/24/06 28 4xB Inspector(s): Robinson, T. Le, Q. Tested by: Le, Q. 73960 4.00 4.00 12.57 12.5r] 5700 I 5840 5890 Reviewed by: �f Dennis Sanborn Branch Manager NA ]" NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 0150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.564.3707 T6109 10/24/06 12062 Permit # (s): D06-073 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 59°F Sunny Concrete Cadman 670322 551081R FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Ingredient Weight (per cu.yd) Sample Temp. ini�tiai Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) 1 L (ASTM C231) 75°F NR NR [Water/Cement Ratio: 1 0.503 Slump (ASTM C143) 1 7.5" Placement Location and Notes: Set I: Slab on grade at building lines A -E.511-4. Cast at 64 cubic yards at 6:45am. Sample(s) Recd: 09/27/06 Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1& II HRWRA MRWRA Required Strength: 3000 psi @ 28 days 1,523.0 lbs 396.0 lbs 1,392.0 lbs 260.0 lbs 77.0 lbs 440.0 lbs 13.2 oz 21.2 oz Dale Made Sample # Lab F09/26/06 09/26/06 09/26/06 09/26/06 Remarks: 0004 , [ 0o04 0004 , 0004 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface [ 7609 10/03/06 7610 11 10/24/06 7611 7612 10/24/06 10/24/06 [ 7 28 ri L2J 4x8 4x8 4x8] 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Ferrell -Wyman, R. L45125 65460] 66030 4.01 4.00 4.00 167-10-0-11 4.00] Strength (psi) Failure Code 1 12.63 Jj 3570 jJ NA j" 12.57 J 5210 FNA 1" 1 5250 NA 1. 12.57 12.57 Reviewed by: .0r. Den Sanbom Branch Manager 4700 NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set Permit # (s): Original: Revised: 0 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 10/19/06 ID: 12011 D06-073 Air Temperature: Weather Product: Supplier: Ticket Number : MixDesign ID : 63°F Rain Concrete Miles 173844 154CPS3 FIELD DATA ASTM C31 and C172 Actual Sample Temp. (ASTM C1064) f Initial Storage Temp. I Entrained Air I (ASTM C31) (ASTM C231) 73°F NR NR [Water/Cement Ratio: 0.503 [Slump (ASTM C143) 4.5" Placement Location and Notes: 1 Sample(s) Rec'd: 09/22/06 1 Required Strength: 3000 psi @ 28 days 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II HRWRA MRWRA Garage B Grade Beams at Building lines: A -D/1; A/1-6; A -C/6. Cast at 25 cubic yards at 9:40am. Weight (per cu.yd) 1,522.0 lbs 394.0 lbs 1,398.0 lbs 260.0 lbs 77.0 lbs 440.0 lbs 13.3 oz 21.2 oz Date Made Sample # Lab # L09/21/06 [_ 0104J [ 7400 P0104 7401 09/21/06 (L0104 09/21/06 09/21/06 Remarks: 0104 7402 7403 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 09/28/06 10/19/06 10/19/06 10/19/06 28 128 L28J 4x8_ 4x8 4x8 4x8 Inspector(s): Robinson, T. Le, O. Tested by: Simmons, N. 53325 66610 66645 66080 4.01 4.02 4.02 4.02 Surface Strength (psi) Failure Code 4220 l 12.63 12.69 12.69 12.69 Reviewe 5250 5250 5210 NA NA NA NA D = nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • UTE Forth 0150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather: Product: Supplier Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 60°F Partly Cloudy Concrete Cadman 663326 661281 Sample Temp. !Initial Storage Temp. (ASTM C1064) (ASTM C31) 74°F NR NR Water/Cement Ratio: I Slump (ASTM C143) I Sample(s) Rec'd: 0.378 6" 09/06/06 'Placement Location and Notes:11 Set # 1 Ramp Slab (Level 2-3) at building lines: Pile Cap at building lines: j/2. FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) /oL Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/11/06 Sample Set ID: 11849 Permit # (s): D06-472 Original: !�Ij Revised: 1 Mix Proportions: ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 410.0 lbs Fine Aggregate 1,352.0 lbs Water 249.0 lbs Fly Ash 106.0 lbs Cement—Type 18 II 552.0 lbs HRWRA 40.0 oz Required Strength (fc): 5000 psi ig 28 days F. 8 - J.6/3-4 Cast at 6 yards @ 6 AM. Garage B (Permit 006-073) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample ilk Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 1 09/05/06 11 0091 I1 6754 11 09/12/06 I1 7 114 x 8 11 68425 11 4:00 11 12.57 11 ) 09/05/06 11 0091_ )1 6755 11_ 10104.10011,_281_ 4x 8__ 11 88020._.114.01 1{. _12.63. 11 1 09/05/06 11 0091 11 6756.11 10/03/06 __I1_ 28 ] 1 . _ 4 x 8 11. 88255.11_4,01_ 11 12.63 11 1 09/05/0611 0091 11 6757 11 10/03/06 11 2811.4 x 8 11 88460 11 4.01 11 12.63 11 Remarks: 5450 6970. 6990 7000 11 11 11 11 NA NA 1' NA I " NA 1" Inspector(s): Robinson, T. Reviewed by:. Tested by: Quehl, D. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall nal be reproduced without the approval of Mayes Testing Engineers. Inc. MTE Form 6150, Rev 3, 7-0 Sample(s) Rec'd: MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 Sample Set ID: 11918 Permit # (s): D06-072 Original: Vi Revised: f Air Temperature: Weather: Product Supplier Ticket Number : MixDesign ID : 53°F Partly Cloudy Concrete Cadman 665209 631081R Sample Temp. I (ASTM C1064) 72°F [Water/Cement Ratio: i 0.393 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. I (ASTM C31) 1 NR Slump (ASTM C143) 1 5.25" [Placement Location and Notes: r Entrained Air I (ASTM C231) NR 09/12/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,469.0 lbs Coarse Aggregate 3/8" 424.0 lbs Fine Aggregate 1,380.0 lbs Water 237.0 lbs Fly Ash 87.0 lbs Cement—Type I & ll 516.0 lbs HRWRA 10.0 oz MRWRA 28.4 oz Required Strength (fc): 5000 psi t 28 days Shearwalls (level 2-3) at building lines G -J/1. Columns (level 2-3) at lines G, H/3. Cast at 5 cubic yards at 6:OOam. Date Made Sample # 09/11/06 09/11/06 09/11/06 Lab # 0094 [ 7023 7024 ,1 10/09/06 1 7025 1 10/09/06_1_2C 09/11/06_11_0094 1 7026 10/09/06 0094 0094 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 09/18/06 7 28 Remarks: 28 Inspector(s): Robinson, T. Tested by: Le, O. 4x8 1L62275 4x8 4x8 4x8 92300 89770] 92290 4.01 4.01 4.01 4.01 Surface 12.63 Strength (psi) Failure Code 4930 NA [ 12.63_1I 7310 ][___NA 7110 J NA 1' LJNA 1' 12.63 12.63 Reviewed by: Dennis Sanborn Branch Manager 7310 NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. LITE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project Name: Southcenter Mall Parking Garage A Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client: Westfield America - WA Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Tacoma 10029 5. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.564,3720 fax 253.584.3707 Project No: T6100 Issued on: 10/06/06 Sample Set ID: 12069 Permit # (s): D06-072 Original: rkj Revised: ❑ Air Temperature: 56°F Weather: Partly Cloudy Product Concrete Supplier: Cadman Ticket Number : L-15 MixDesign ID : cad -661281 FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Ingredient Sample Temp. initial Storage Temp.Entrained Air (ASTM C1064) j (ASTM C31) (ASTM C231) 72°F NR Water/Cement Ratio: NR T Slump (ASTM C143) Sample(s) Recd: 0.386 6.5" 09/28/06 Weight (per cu.yd) Coarse Aggregate 314" 1,436.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,343.0 lbs Water 253.0 lbs Fly Ash 106.0 lbs Cement—Type I & II 549.0 lbs HRWRA 40.5 oz Required Strength (fc): Placement Location and Notes:' 5000 psi fa 28 days Level 2 closure strips at building lines F.8/1-3; F.813-4 (ramp); F.8/4-6. Cast at 10 cubic yards at 8:30am. Garage B (permit #D06-073) elevator pit slab at lines M.8/4.1. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/27/06 )1-, 0113 11 7635 .1 10/04/06 r T1L 4 x 8 { 7375U1 4.01 j ii 12_63_1 1 5840 f NA 09/27/06 L 0113 11 7636 , 10/25/06 28 1 4 x 8 L J r 0.001 0.00 it 11 NA ` 09/27/06] L0113_1( 7637 , r 10/25/06 [kill [ x 8 11 11 0.0ep] L, 0.00 ] L i! NA 1 09/27/06 � 0113 1[ 7638 Li0/25/061 L 28 [1--- 4 x 8 1[ 0.00 ], 0.00 I F ! L NA Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Gordon, M. Reviewed by: 464 Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval or Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: ^l:,r...r+�►,rr+-nom .. _�,,�, „ .. . CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Project No: Issued on: Sample Set ID: V( Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/06/06 11869 Permit # (s): D06-072 Original: RI Revised: 82°F Sunny Concrete Cadman 663938 581081 R Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 74°F Water/Cement Ratio: NR NR lump (ASTM 0143) ,r) Sample(s) Rec'd: 0.431 6 1/2" 09/07/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Required Strength (f c): Weight (per cu.yd) 1,469.0 469.0 1,395.0 236.0 80.0 468.0 12.8 20.2 Placement Location and Notes: j 4000 psi @ 28 days Set #1 Columns (level 2-3) at building lines: C, D, E, F/3; C, D, E, F/4. Cast at 3 cubic yards at 10:45 am. lbs lbs lbs lbs lbs lbs oz oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/06/66 7, I 0091 L 6829 ' 1 09/13/06 { 7 1L 4 x 8 1 ! 52300 ! f 4.02 ' 112.69 i - 4120 NA_ 09/06,06 i I 0092 6830 10/04/06 1 r 28 1 L 4 x 8 1 j 68425 11 4.01 _j[ 12.63 1[ 5420 _ NA j 09/06/06 { { 0092 { 6831 i1_10/04/06 { 28 J [ 4 x 8 -II 72695 4.01 j 12.63 1 r 5760 -11- NA_ ___1• 09/06/061 ] 0092 .1[ 6832 i [-110/04/06 1r28 1 { 4 x 8 1 7537511 4.01 11 12.63 ] ; 5970 11_ NA ;' Remarks: Inspector(s): Robinson, T. Tested by: Simmons, N. Reviewed by: / _ De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with appiicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form N150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 120 Owner: Westfield America Architect: ESI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-5-06 Weather: Cloudy Inspection: Post Tension and Epoxy Samples: NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite s-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site picked up and processed field cure samples for 3rd floor post tension slab on deck at A -F.7/1-4. Samples were taken to the Tacoma lab and compressive strength testing performed. Results were Set I: 4,060 psi, Set II: 4,030 psi, Set III: 4,140 psi and Set IV: 3,210 psi. All results were above the 3,000 psi minimum requirement to begin stressing. Contractor was notified of results and stressing of the 3`d floor deck began. All distributed and added tendons were stressed, 1/2 of the beams were stressed with the balance to be completed 10/6/06. The calibration ram and gauge combo PTC .045 was used. Monitored epoxy doweling of #5 bar at main floor N1-1.2 and A -B/1. Verified embedment depth, cleanliness and hole diameter. Simpson Set 22 Epoxy was installed per manufacturers recommendations (expires 01/08). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napoftano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Dennis Sanborn Quang Le Reviewed Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 115 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-2-06 Weather. Partly Cloudy Inspection: Epoxy and Post Tension Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98264 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and monitored epoxy doweling per RFI for missed CMU dowels at the td and 3`d floor elevator walls at H.5-3/5.8-6. Holes were pre -drilled, brushed and cleaned. Verified embedment depth and cleanliness #5 bars were epoxied using Simpson Set 22 (expires 02/08). Performed final post tension inspection for the 3rd level post tension slab on deck at A -F.7/1-3.8. Inspected resteel for beams and girders, tendon profiles, count and security for the beam and girders. Inspected slab reinforcement and post tension elements. Work on the deck was approximately 95% by the end of the shift. Performed a walk through inspection of the post tension deck with the structural engineer with CPL Mr. B. MacRae. The following items need to be corrected prior to concrete placement. 1. Complete installation of stair embeds at A/1 and verify final clearances of resteel and tendon profiles 2. Install CMU dowels at stair at A/1. 3. Install SW -1 slab reinforcement. 4. Correct reverse profiles along SW -1 and along B.4 line. 5. Install corner trim bars at SW -1 (8/S3.8). 6. Correct sweep and tendon clearances for beams along 1 line. 7. Correct exposed tendon ends along 1 line and adjust pocket formers to stop concrete intrusion. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSt Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila (Cont'd on page 116) Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mali Blvd Tukwila, WA PERMIT NO: D06-072 Page 116 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction (Coned from page 115) 8. Correct high column tails at B/1. 9. Relocate drains after embeds are installed at N1.3 line. 10. Install spandrel steel 180° hook bars at proper location (detail 13.S7.1). 11. Install top closure strip bars along ramp. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Engineer had the following items. See attached email. By the end of the day all post tension issues were cleared and okay to place concrete from A -F.7/2-3.8. Item numbers 4, 6, 10, 11 and engineers issues 8.1, 8.3, 8.4 were corrected. Balance of the repairs needed is at the stair and along 1 line. These will be corrected prior to concrete placement. PRELIMINARY: INSPECTOR: Dennis Sanborn Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager COUGHLINPORTERLUNDEEN Post -tensioned Slab Site Visit Report 8 Date: September 27, 2006 To: JTM Project Southcenter Parking Garages (Garage A) Fax: Project No: 905-1622-01 Attn: Andy Repass By: Brian MacRae CC: Ben Coffman Sent Via email 2 Page(s) Date of Site Visit September 27, 2006 Time: 1:00 to 2:00pm Participants: Brian MacRae Andy Repass Tom Robinson Coughlin Porter Lundeen, Inc JTM Mayes Testing Description: Site visit for general review of the Zone 4 Level 3 SE Corner Garage A post -tensioned slab Observations and Recommendations Item Comment Reference Photo 8.1 Top bars into closure strip are missing between grids 3-4 and A -C. Install reinforcing per detail 8/S3.14. 8.2 Tendon heads at column 4/A are overlapping. Spread out heads so they do not overlap. 8.3 Tendons appear to be too high and have an arch up near the heads between grids A -B and 4-5. Adjust tendon profile to match that shown on S2.2A and provide a parabolic profile. 8.4 Chamfer tendon markings are not installed. Install tendon markings per 14/S3.13 8.5 Tendons coming out of beams are touching the bottom of the slab at multiple locations. Tendons shall have 1" min clear from the slab edge. 5th & PINE BUILDING • 413 PINE STREET • SUITE 300 • SEATTLE. WA • 98101 TEL 206/343-0460 • FAX: 206/343-5691 COUGHLINPORTERLUNDEEN 8.6 A tendon stressing head at columns 8.3/6 and F/6 are not flush with the formwork Tendons shall be located so that no gaps occur between the cone and formwork. Disclaimer The comments described here were made from a brief walk-through which was performed to review the projects general conformance with the plans and details. This brief walk-through is not to be interpreted as an official inspection, nor is it intended to verify or direct contractor means or methods. The official inspection is provided by the independent inspection agency or the building/public works department as required by the project specifications and local jurisdictions. If you have any questions or comments, please contact our office. End of report. 5th & PINE BUILDING • 413 PINE STREET • SUITE 300 • SEATTLE, WA • 98101 TEL: 206/343-0460 • FAX: 2061343-5691 a_'!?UCTIM.-_L WELDS -t= Welderpracru: SMAW method: Manual Fon Plate Material: Steel TniatmeasRange: 1/8" & over latest Groove & Fillet Backing Requited forcmaplete peon weidee Yes Sheet Steel Welder Welding Process: MIA Method: Manual Fano: Sheet Positions: All Vertical Progressiva: Up Material: Steel Filler Type: F-4 & Lower Tiaeknese nenge:1/16"-1/$r' ,rains: Fillet B.tckins Required For Centpitse Penetration Weide iV0 Await.: All %theta Progression: Up nee:Type: F-4 & lower 3 adlaana aapna>a3 l s,olteda smog soca pones as baa Pip O8VM W AUedold eqI sl Wes situ. 96096 VM aOOM3}IVd1 MS 3f1N3AV H1801. 6Z901. I.99£0M < :sandx3 NOSIVM 'W NOilW a2iwt'0 altall130 9ZL9-98S (0961 :euo4d 0LEL-W996 YM'eJdwAIO • o LELx08 Od eiviO ,t do eraid aq a!', NOTivallOSSV NO.T. t TPSYM Sheet Steel Welder Welding Process: SMI[ W Method: Manual Form: Sheet Pastriunr. All Verlicat Praanstien: Up Mater:tl: Steel Filter Type: F-4 & Lower Thickness Range: 1/16"— 1/8rr him: Fillet Racking Required Far Complete Penetration Watdsl NO aoua iu annnaan3 ` twpuerteadya ampq res ao pawawI an esu pap 09vM la AIiedmd aql slam slid BW86 VM WVHV4O 3 lafi0O 1.33a1S Olt6z OI.LE 09COOM < LOZ3d`d 1.0 :sa1ldx3 '}!(' 113NZ1`d$ .v STItIVHO axva 113aIRM Q3I[J.ZIEO SZL9-989 (09S) :euoyd 0t.eC-L0596YM'etdiWA(O•OLCLX08Oc s' VIDLIA 0DMMing ,r7ONOLLYIOOSSVN019NIBSYM • WABO Certified Weider " ..' Process glralifications are based on the following standards: STRUCTURAL WELDING SHEET STEEL WELOINE ALUMINUM WELDING WABO Standard No. 27-13 WABO Standard No.27-13 WABO Standard No. 28.2 1190 Standard No. 27-13- UBC Standard No. 2143 UBC Standard No. 28-1 ANSI/AWS 01.1: 2 ANSI/AWS 01.3-98 / . ANSI/AWS D1.2A-83 A1'SUAWS 01 + • SIGNATURE OF,CERTIFIED WELDER (Ills card must be afgned by the ceniried welder) S1GNATWIE$ OF EMPLOYERS Ms mime mfaeMa vedfyi a dans e SIGNED NM DATED by an Smptoyer/Cowacmd'u Weider Exorciser erg bSperformed aui0acmry producing walling of the genceasfesn flied of We fact M Sets Ord dWaa Die qunrtezt ' period denigrated below. Falaillcatlan of egnainna on dais can Is Wegal. January - Mu! Fhr MA AprIk-1 NAME: FIRM: July - Sep NAME: FIRM: October NAME: FIRM; Tlda: Tide: 7 Date: 5-40 46 Title: 1�" C6 WABO Certified Weider Process qualifications are based on the following standards: STRUCTURAL KILOS SHEET STEEL MELONS ALUMINUM WELDING - WABO Standard No. 27-13 WABO Standard No. 27-13 WABO Standard No. 28.2 UBC Standard No. 27-13 UBC Standard No. 27-13 UBC Standard No. 284 ANSI/AWS DU: 2ANSUAWS 01.398 ANSUAWS 01.2A-83 ANSUA ql SIG kTUR£U COF F ELE1E4 (fibs card must be signed by the certified welded * * * SIGNATURES OF EMPLOYERS 76e wawa os Wag page maxi be SIGNED and DAZED by an Empioyer/Cont actof Welder Enamors verifying that this wilder bas performed sulafacwry pruritic -don welding el Ow manna) band on ibe face td ANN and doing the quarter y period dalanated below. Moderatos of signatures ort du card is illegal. January • March NAME: FIRM: April .,June i Dau: FIRM:4V°44'r1 { July September1 FIRM: ti 1 id9._ OctoliecentAeL Dale: Tide: NAME; L144 3 z NAME: FIRM; Date: Title: 9 WC)4# Date: /2/4) Titin: • t4 :• . )' MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 119 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 10-4-06 Weather: Clear Inspection: Post Tension and Structural Masonry Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and verified tendons were properly cut off for level 3 slab at A - F.7/4 -6. Also monitored patching for stressin� blockouts at 3rd level A -B.4/6. All proceeded per plans. Monitored laying of 8" CMU walls at 3 floor N/1.7-2.2 floor level to top of wall, at starter course along 6 line J -G. Resteel was per plans. Pre -bagged mortar was mixed on site to a plastic consistency. All was proceeding per plans. Contractor began pre -cast panel installation at 2nd and 3`d level at N -L/6 and N/4-6. WABO certified welder certifications were inspected and a copy of there certifications were copied and are maintained on site. It appears that some embeds may be misaligned, Contractor is reviewing and will submit an RFI. Work is proceeding per plans or as noted. Completed stressing data sheets for 3`d level slab and beam tendons at A -F.7/1-3.8. Contractor is preparing slab for possible stressing on 10/5/06. PRELIMINARY: INSPECTOR: Dennis Sanborn Reviewed Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, J1M Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 117 Owner Architect: Engineer: Contractor Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mali Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 10-3-06 Overcast Asphalt (1) Rice Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281,7515 fax 503.281.7579 MTE inspector arrived onsite to perform in place density testing on asphalt. Using a Troxler Nuclear Densometer performed in place density testing on Class B Asphalt from Lakeside with a Rice value of 155.0 provided by Lakeside. The location was at the southwest parking lot at Garage A. South side of parking area close to garage was placed in a 2" lift. Access road was placed in a 4" lift, Placed by paver and compacted by vibratory roller. Temperature of asphalt was 325°F. A sample was taken for laboratory analysis. All tests are preliminary upon completion of that analysis. Please see the attached MTE Field Density Test Report for specific locations and results. Note: After completion of Rice, all tests with the exception of #13 were 91 % and above. Test number 13 was 90%. To the best of our knowledge, items inspected this date are in accordance with approved pians and specifications. INSPECTOR: Espy Lampkin Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila co a (v 2 C 3 8 t7 ❑ 0 cD ti 0 w 63 tr h in ▪ in N ▪ N fn au.. ASTM 0 2950 r N c s 8 n E 0 co co .c 0. c U 0 Part-time observation Full-time observation El 0 COD r 0) c co 0. U O 8 c g m a O c U 0 E Z 0. co as >. z 741 N Thickness of lift: N 8 156.0 143.9 92 HMA Class B 156.0 148.3 95 " 156.0 151.2 97 " _ _ - _ _ _ 2t 9 t _ = S 2 L = o 0) 2 0) T c*) 00 ry CO st d; 0) 0a cri o a a a a a 4- r r 4- r *- 4- r �0pp u) �0p �0pp 14] �0 127 1=:,!'q 14) 1 ) 0 14) 0 1L3 _ 1 Location Depth or Test #Garage A SW parking lot Elevation (fee) l50' south of curb (c� NW comer 15' west of west side 0 150' south of curb (4) NW comer 15' west of 2 west side 0 350' south of curb @ NW comer 15' west of 3 west side 0 4 35' east of SW curb & 18' south of south side 0 5 " & 40' south of south side 0 6 90' east of SW curb & 18' south of south side 0 7 " & 40' south of south side 0 140' east of SW curb & 18' south of south 8 side 0 9 " " & 40' south of south side 0 - i0 200' east of SW curb & 18' south of south 0 side 11 " " & 40' south of south side 0 r N c s 8 n E 0 co co .c 0. c U 0 Part-time observation Full-time observation El 0 COD r 0) c co 0. U O 8 c g m a O c U 0 E Z 0. co as >. z 741 N Thickness of lift: N 8 N 8 a a) (6 0 � Xc (.9 N ca H CO 7 Z e co LL W H 2 Asphalt Type Description HMA Class B _ _ 5 0) 0 O 0) 0) 0) 0) 0) 3 0) z N ac Ca N of c0vt 0 r T 0 0 0 0 0 0 0 O (0 1) 0 (0 11i 000.— W a 0 0 O O O 0 a 0 0 0 "a. 8 co3 J N r 1 " & 40' south of south side M d' 1 T co 1 T ) 0 4 0 6 05 3 co N co a) co04 co 00 0? ami 0 c co co IDO N. 0 co w E • E O • •a 0 0 yr t0 0 .GC ( 0 nse c 2 O E a O +, O 4: c 0 a) Nr C) oes U Zra N gE cc N c O O c O I- V Q .0 CO O N f!1 V a) a)= 1— 2 • I— o c•0 E co• E G co 0 c m (V0 0 = Q) T a T0 O. • L O N .0 in CD • 0 = N N Z O 2 Z 0 g n i_ a.0 m .E Q m 0 0 I- c 0 ❑ Z E 0 0 M co 8 N � E r r • V to 2 < • 0 N ❑ Part-time observation Q MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 111 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-28-06 Weather. Sunny/Clear Inspection: Post Tension and Reinforced Concrete Samples: (22) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite to monitor concrete placement for the level 3/zone 4 PT slab at A - F.7/4 -6. Reviewed MTE report dated 9/27/06. Item #8 (beam tendons along 6 line) was corrected. Monitored placement of 410 cubic yards of Cadman Concrete Mix #661281, which was placed by pump and mechanically consolidated using 2 backpack vibrators and vibratory screed. During the placement MTE inspector monitored profiles, sweep, clearances and cleanliness. Items needing correction were brought to the attention of the contractor and corrected on the spot. During the concrete placement along 4-4,3 line C -F.7 the finishing crew had problems attaining and maintaining the deck thickness of 5". Contractor was notified and areas were reworked prior to commencing further. It appears that the deck thickness meets the 5" requirement after rework. Four sets of samples were cast for laboratory and field cure analysis. Field cure samples were placed in a thermal cure box for early break results. Contractor intended to place concrete in the 2nd level closure strip at A -D.7/3.7-3.9 line. Forming was incomplete and placement was cancelled. Resteel will need to be verified prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved pians and specifications. INSPECTORS: Dennis Sanborn Quang Le Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC « .r.7 „�. . I . :L MASONRY PRISM TEST REPORT Project: Southcenter Parking Garage Client: Westfield Contractor JTM Job # Permit # Date Recd: Date Issued: Original Revised T6100 10/12/06 10/12/06 0 Tacoma Office 100MSTacc naWay Su1eE2 Taccrna.WA9B499 ph 253.584.37 fax 251584.3701 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design F'm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: Remarks/Locations: 10/11/06 2 C 90 8x8x16 1900 psi 1500 psi 10/12/06 Yes El 64°F 60°F 69°F No ❑ FIELD DATA Mortar Producer: Design f'c/28 days: Mix Proportions: Cement Lime: Sand: Water: Grout Producer. Design t'c128 days: Mix Proportions: Cement: 658 lbs Sand: 1997 lbs Basalite 1800 psi Pre Mixed Bag Stoneway 2000 psi Gravel: Water: WRA: 907 lbs 350 lbs 80 oz Wall along grids: A/2.7 to 4.4, N 1 to 1.3, A/ 1.7 to 2.3, 1/A to B.4, & 4 piers on grids A/C, A/D, A/E, A/F, elevation top of slab to +32" Sample #: 3 Compression Test Machine information: Diameter of Spherical Seat: 7' Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS ASTM C1314 1 w 1'/.° Lab # Date Tested T A e 9 Grouted 11/1 Factor Total Load/Lbs Net Area Sq. In. Strength PSI PSI/With HIT Factor Type of Fracture Yes No 5916 10/19/06 7 X 2.05 1.004 136405 58.19 2344 2350 SCB 5917 11/9/06 28 X 5918 11/9/06 28 X a 1 TESTED BY: John Opgenorth INSPECTOR: Y. Koto , - REVIEWED BY: Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi -Conical Break SB: Shear Break, FSS: Face Shell Separation Information in this report applies only to the actual samples tested and afhall .tea a.. _ - . .... — MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 113 Owner. Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-30-06 Weather: Overcast Inspection: Epoxy and Post Tension Samples: NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 racoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and collected field cure samples from the thermal cure box for post tension pour in zone 4, level 3 at A -F.714-6. Samples were taken to MTE Tacoma lab and compressive strength analysis was performed. Results were 3,580 psi, 3,050 psi and 4,500 psi. Results were above the 3,000 psi needed to begin stressing the post tension deck. Monitored epoxy doweling into the 3rd floor post tension slab at G -J/6 and N/4.5-5.5. Holes were drilled to 7" of embedment depth, pre -cleaned and brushed. Monitored epoxy application using Simpson Set 22 Epoxy (expires 02/08). Epoxy was per RFI 2, dowels could not be epoxied at G & J/6 end of wall. Contractor was notified. Began stressing of post tension deck 3'd level at A -F.7/4-6. All distributed tendons were completed this day. Stressing will resume on 10/1/06. Began post tension inspection for level 3 at A -F.711-4. Beam reinforcement was completed at C to F/1-3. Began inspection for beam tendons at the same locations. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Sample Temp. I (ASTM C1064) Water/Cement Ratio: M Slump (ASTM C143) r 0.00 , MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mail Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Tacoma 10029 S. Tacoma way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 Sample Set ID: 12082 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather Product: Supplier Ticket Number: MixDesign ID : 62°F Clear Concrete Cadman 671214 661281 Initial Storage Temp. (ASTM C31) 74°F 0.402 NR 8" [Placement Location and Notes: I FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Entrained Air (ASTM C231) NR Sample(s) Recd: 09/29/06 Ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (f'c): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 413.0 lbs 1,342.0 lbs 264.0 lbs 106.0 lbs 550.0 lbs 40.5 oz Set 1: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 33 cubic yards of 380 cubic yards total placed at 4:30am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) 09/28/06 09/28/06 09/28/06 i 09/28/06 Remarks: 0114 0114 0114 f 0114 7688 7689 7690 7691 10/06/06 10/26/06 10/26/06 10/26/06 8 28 28 , f 28 4 x 8 4x8 4x8_ 1 4x8 Inspector(s): Sanbom, D. Le, Q. Tested by: Gordon, M. 79090 4.02 f o.00 0.00 0.00 Surface Strength (psi) Failure Code 12.69 0.00 0.00 Reviewed by: 6230 NA NA NA NA • * Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. UTE Farm 5150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC 1111=1111111111111=111111MIIIIME:.' -727,117,==7:::":" Project Name: Site Address: Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixOesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 65°F Clear Concrete Cadman 671337 661281 Sample Temp. (ASTM C1064) 78°F ! Water/Cement Ratio: it F 0.416 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) NR NR I Slump (ASTM C143) `[ Sample(s) Recd: 8" 1 09/29/06 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/12/06 Sample Set ID: 12085 Permit # (s): 006-072 Original: !VI Revised: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (fc): Weight (per cu.yd) 1,436.0 lbs 414.0 lbs 1,331.0 lbs 272.0 lbs 106.0 lbs 548.0 lbs 40.0 oz Placement Location and Notes: 5000 psi @ 28 days Set IV: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 305 cubic yards of 380 cubic yards total placed at 9:05am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617when applicable) Date Made Sample* Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/28/0611 0117 I I .7700 11 _10106/06 I L1_1111_. 4 x 8 - 1L55920 11. 4.02 -11.12.69 II 44.10 11 NA I • 1 09/28/06 11 0117 ] 1 7701 11 10/26/06,.1.28] [ 4 x 8 I[ _ _.. IL 0.00. II 0.00 1 I I 1 NA 1' 1 09/28/06 11 0117 ] [ 7702 I [-10/26/0.6_ ] [ 21 [ _ 4 x 8 _11 _ _ ] [ 0.00 11 0.00 11 11 NA I 1 09/28/06 11 0117 11.7703 11 10/26/06 j( 28-114x 8 11-- 1[ 0.00 I[ 0.00 II II NA I' Remarks: Field cure samples cast 9/28/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4-4,590ps' Inspector(s): Sanbom, D. Le, G. Reviewed by: �- Dennis Sanborn Branch Manager Tested by: Gordon, M. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording geld temperature Information In this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. PARE Farm e150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID : Sample C1064) Temp. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 64°F Clear Concrete Cadman 671222 661281 Initial Storage Temp. (ASTM C31) f 78°F NR Water/Cement Ratio: 'Slump (ASTM C143) 0.405 8.5" Placement Location and Notes FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 09/29/06 Project No: Issued on: Sample Set ID: Permit # (s): Original: WI Revised: l I Mix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 318" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (f c): 5000 psi 28 days Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 12083 D06-072 Weight (per cu.yd) 1,437.0 lbs 413.0 lbs 1,335.0 lbs 267.0 lbs 106.0 lbs 553.0 lbs 40.4 oz Set 11: Level 3/zone 4 slab at A F.7/4-6. Samples taken at truck discharged at 116 cubic yards of 380 cubic yards total placed at 5:45am. Date Made Sample 0 Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface 09/28/061 I - 0115 _ _. 7692. _ 10/06/06 jLo jr 4. x _8 1 09/28/06 11 0115 11.769311 _ 10/26/06 11..28] C=4 x 8 1 09/28/06 11 0115. 11.7694. 11._:10/2606 11_ 28 L 4 X _8 1 09/28/06 11 0115 11 7695 11. -10126106 1 [28. [ 4 x 8 11-...75480_11- 4.02.1 L 12.69 11 -1 L 0.00 110.00 11 11- - TIf 0.00 11 o:oo_ .11. 1[.- 11 0.00 11..-0.00 1111 Strength (psi) Failure Code 5950 1 11 II Remarks: Field cure samples cast 9128106 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4-45 Opsi. Inspector(s): Sanborn, D. Le, Q. Reviewed by: .AC) Tested by: Gordon, M. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced wilhout the approval of Mayes Testing Engineers, Inc. NA 1' NA I' NA I " NA MTE Form /150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. Air Temperature: Weather: Product Supplier Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 64°F Clear Concrete Cadman 671263 661281 FIELD DATA ASTM C31 and C172 Project No: Issued on: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 Sample Set ID: 12084 Permit # (s): D06-072 II Original: Revised: Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 417.0 lbs Fine Aggregate 1,344.0 lbs Water 263.0 lbs Fly Ash 110.0 lbs Cement 550.0 lbs Glen 3030 40.0 oz Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 78°F NR NR Water/Cement Ratio: 1 I Slump (ASTM C143) t Sample(s) Rec'd: I 0.398 7.75" 09/29/06 Placement Location and Notes: Required Strength (t'c): 5000 psi 28 days Set Ill: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 221 cubic yards of 380 cubic yards total placed at 7:28am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 1 09/28/06 11_6116.1[_7§96 10/06/061 [ $ 1 [_ 4 x 8 J.544251 [ . 4.02 .11- 12.69 11 4290 1 I 109128/06.11..0116 -11.7697 r1-0120/06_1128_IL 4x8 _1[ - -111._oao-11_ o:oo if 11 09/28/06 I 1 0116 11 7698 11...10/26/06. ] [ 2� E4 x 8_ .. 11-- - .11_4100_ 11__ o.00 ._ 11 09/28/06 11 0116 11 7699 L10/26/061[13_11 4 x 8_ _.11 _ :1[. 0.00 .1100 11 Remarks: Field cure samples cast 9128/06 broke 9/30/06; set 2-3580psi, set 3-3050psi, set 4A0Opfin Inspector(s): Sanborn, D. Le, Q. Reviewed by: Tested by: Gordon, M. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. NA NA NA NA MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 114 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor. JTM Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 lax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portrand, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 10-1-06 Weather: Overcast Inspection: Post Tension Samples: N/A MTE inspector arrived on site and continued stressing on 3rd level post tension deck at A -F.7/4-6. Completed adding tendons, beam tendons and 2 transfer girders. Short elongations {11181 were identified on the stressing data sheets approximately 14 total. Copy of stressing data sheets were given to the contractor for transmittal to the engineer, for acceptance of elongations, strip forming release, and cutting of tendons. Continued post tension inspection for the 3nd level post tension slabs on deck at A -F.711-4. Forming of the slab was approximately 90% complete. Contractor continued placement of beam, girder and bottom mat reinforcement. Also beam tendons and all distribution tendons were placed. Discussed stair embeds CMU dowels and associated reinforcement for stair at N1. PRELIMINARY: Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 113 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-30-06 Weather: Overcast Inspection: Epoxy and Post Tension Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma. WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and collected field cure samples from the thermal cure box for post tension pour in zone 4, level 3 at A -F.7/4-6. Samples were taken to MTE Tacoma lab and compressive strength analysis was performed. Results were 3,580 psi, 3,050 psi and 4,500 psi. Results were above the 3,000 psi needed to begin stressing the post tension deck. Monitored epoxy doweling into the 3'd floor post tension slab at G -J16 and N/4.5-5.5. Holes were drilled to 7" of embedment depth, pre -cleaned and brushed. Monitored epoxy application using Simpson Set 22 Epoxy (expires 02/08). Epoxy was per RFI 2, dowels could not be epoxied at G & J/6 end of wall. Contractor was notified. Began stressing of post tension deck 3'd level at A -F.7/4-6. All distributed tendons were completed this day. Stressing will resume on 10/1/06. Began post tension inspection for level 3 at A -F.7/1-4. Beam reinforcement was completed at C to F/1-3. Began inspection for beam tendons at the same locations. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: /`-! 46) Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set Permit # (s): Original: 0 Revised: 0 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 08499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 ID: 12082 006-072 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 62°F Clear Concrete Cadman 671214 661281 Initial Storage Temp. (ASTM C31) Sample Temp. I (ASTM C1064) 74°F Water/Cement Ratio: 0.402 NR Slump (ASTM C143) 8" [Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Entrained Air (ASTM C231) 1 NR Sample(s) Rec'd: 09/29/06 Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3I8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (fc): 5000 psi a 28 days Weight (per cu.yd) 1,436.0 lbs 413.0 lbs 1,342.0 lbs 264.0 lbs 106.0 lbs 550.0 lbs 40.5 oz Set I: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 33 cubic yards of 380 cubic yards total placed at 4:30am. Date Made Sample # Lab # 7688 7689 7690 7691 Remarks: 09/28/06 09/28/06 09/28/06 09/28/06 0114 0114 0114 0114 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 10/06/06 10/26/06 10/26/06 10/26/06 8 28 28 1 28 4x8 4x8 4x8 4x8 inspector(s): Sanborn, D. Le, O. Tested by. Gordon, M. 79090 4.02 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.69 0.00 0.00 0.00 Reviewed by: 6230 NA NA NA NA • Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. AfTE Form 1H50, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor Air Temperature: Weather: Product: Supplier Ticket Number : MixOesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 65°F Clear Concrete Cadman 671337 661281 FIELD DATA ASTM C31 and C172 Actual Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) [ (ASTM C231) 78°F NR NR !Water/Cement Ratio:1 ( Slump (ASTM C143) ` Sample(s) Recd: II 0.416 8" 09/29/06 Placement Location and Notes: II Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584,3707 T6100 10/12/06 12085 Permit # (s): 006-072 Original: WE Revised: 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 318" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (f'c): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 414.0 lbs 1,331.0 lbs 272.0 lbs 106.0 lbs 548.0 lbs 40.0 oz Set IV: Level 3/zone 4 slab at A -F.714-6. Samples taken at truck discharged at 305 cubic yards of 380 cubic yards total placed at 9:05am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab At Date Tested Age Size (in) Load (lbs) Dia (In) Surface Strength (psi) Failure Code 09!28/08 11.0117 I I _7700 11.10106106 1 L8_.] L 4 x 13._ ]1.55920 -] 1- 4.02 I 112.69 11 4410 11 NA 109/28/06 I 10117: ] 1.7701 11: =H o/2606:] L281 4 x 8 ] r ::-- - --1 [: 0.00 11 0.00 11 11 NA I • 09/28/0611.. 0117 II 7702 I 1 0/26/00=:] L28 ] I a x 8 _-1--- - L loo 11- 0.00 - II • 11 NA '1 • 109/28/06 I 10117 11_7703 11 10/26/061 L28 L. _4x 8 11_.:.-_...11 :0.00 :11=.0.00 11 1 I NA i* Remarks: Field cure samples cast 9/25/06 broke 9/30106; set 2-3580psi, set 3-3050psi, set psjr ) Inspector(s): Sanborn, D. Le, Q. Reviewed by: ���� Tested by: Gordon, M. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies any to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. fnc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 64°F Clear Concrete Cadman 671222 661281 I Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 78°F NR Water/Cement Ratio: I Slump (ASTM C143) 0.405 8.5" !Placement Location and Notes:1 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 09/29/06 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 12083 Permit # (s): D06-072 Original: 14 ,1 Revised: I I Mix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (f c): 5000 psi 28 days Weight (per cu.yd) 1,437.0 lbs 413.0 lbs 1,335.0 lbs 267.0 lbs 106.0 lbs 553.0 lbs 40.4 oz Set II: Level 3/zone 4 slab at A -F.714-6. Samples taken at truck discharged at 116 cubic yards of 380 cubic yards total placed at 5:45am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab p Date Tested Age Sire in) Load (lbs) Dia (In) Surface Strength (psi) Failure Code 109/28/06 _11 .0115..1 [ 7692 ] 1 101061061 L 8 Ji 4 x 8 ] _75480_ ] [ 4.02 1 1 12.69 11 5950 NA 1* 109/28/06 11. 01.15 11 7693 11 10/26/06.11.28) [ 4x8 :1 C _ _ -1 [==0.00-. .11 0.00 11 1 09/28/06 11 0115. 11 7694 11 10/26/06.1128 -1 [-a x 8 J1 _ - --1 [ _0.00 ..11 0.00. 11 09/28/06 11 0115 I 17695 I [ 10/26/06.1.2s i L- 4X a-- ] L -- — 11 0.00 11._-0.00_ 11 Remarks: Field cure samples cast 9/28/06 broke 9130106; set 2-3580psi, set 3-3050psi, set 4-45 Op Inspector(s): Sanborn, D. Le, Q. Reviewed by: Tested by: Gordon, M. II NA I" II NA I° 1 NA 1, Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 1150, Roy 3, 7-0 MAYES STING ENGINEERS, INC Project Name: Site Address: Client: Engineer Contractor. Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JIM Construction 64°F Clear Concrete Cadman 671263 661281 I Sample Temp. Initial Storage Temp. (ASTM 01064) (ASTM C31) 78°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR I Water/Cement Ratio:1 I Slump (ASTM C143) I! Sample(s) Rec'd: 0.398 7.75" 09/29/06 Placement Location and Notes: Project No: issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98 499 Ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 12084 Permit # (s): D06-072 original: ! i Revised: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Glen 3030 Required Strength (fc): 5000 psi € 28 days Weight (per cu.yd) 1,436.0 lbs 417.0 lbs 1,344.0 lbs 263.0 lbs 110.0 lbs 550.0 lbs 40.0 oz Set III: Level 3/zone 4 slab at A -F.7/4-6. Samples taken at truck discharged at 221 cubic yards of 380 cubic yards total placed at 7:28am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample 0 Lab 0 Date Tested Age Size (in) Load (Is) Dia (in) Surface Strength (psi) Failure Code 1.0912810611 0116 if 7696 11 10/06/06 X1_8 l[4 x 8 ] . 542611-4.02_..--I[12.69 4290 NA 1 09/28/06 11 0116 11. 7697.1 [10/26/06 _] [ 28 11_. 4 x 8 11 11 0.00 11 0.00. 11 11 NA 1 09/28/06 11 0116 I 17698. I I.-.10/26/06 11-240 L4 x 8- ..11 _.... 1[9s)0_11._0.00. _ l l_ 11 NA 1 09/28/06 11 0116 11 7699 11 -_10/26106..1 [ 28] [-- 4 x 8 -IF - .-_l C o.00_ 11 _0.00 :11 11 NA Remarks: Field cure samples cast 9/28/06 broke 9130106; set 2-3580psi, set 3-3050psi, set 4-g5p0pS1 Inspector(s): Sanborn, D. Le, Q. Reviewed by: �� Tested by: Gordon, M. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm e150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 114 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Everett Office 917 -134th Street SW Suite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 10-1-06 Weather: Overcast Inspection: Post Tension Samples: N/A MTE inspector arrived on site and continued stressing on 3`1 level post tension deck at A -F.7/4-6. Completed adding tendons, beam tendons and 2 transfer girders. Short elongations ('118") were identified on the stressing data sheets approximately 14 total. Copy of stressing data sheets were given to the contractor for transmittal to the engineer, for acceptance of elongations, strip forming release, and cutting of tendons. Continued post tension inspection for the 3rd level post tension slabs on deck at A -F.7/1-4. Forming of the slab was approximately 90% complete. Contractor continued placement of beam, girder and bottom mat reinforcement. Also beam tendons and all distribution tendons were placed. Discussed stair embeds CMU dowels and associated reinforcement for stair at A/1. PRELIMINARY: Reviewed by: cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 109 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-26-06 Weather: Sunny Inspection: PT Tendon Stressing, Resteel and Tendons Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and continued observation of stressing and measured tendon elongation for PT tendons in the Level 31 Zone 3 slab. Stressing of PT tendons was completed today. There were 8 tendon elongations that were not within the plus 7% to Minus 5% required tendon elongation. See attached PT Tendon Stressing record for individual tendon locations and elongation results. Tendon stressing paperwork was e-mailed to Brian MacRae (CPL - Structural Engineer) for approval. Continued inspection of resteei and PT tendons for the Level 3 / Zone 4 Slab. Work in progress. NONCONFORMING CONDITIONS: Tendon elongations out of tolerance. INSPECTOR: Tom Robinson Reviewed by: ^-6 Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 108 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-25-06 Weather: Sunny Inspection: PT Tendon Stressing, Resteel and Tendons Samples: N/A Everett Office 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived on site and picked up field cure cylinder from the Level 3/Zone 3 slab placement and transported to the MTE Tacoma Lab for compressive strength testing prior to stressing PT tendons (3,000 psi required for stressing). Compressive strength results were: Set # 1-3910 psi; Set #2-3870 psi. Inspector Robinson observed stressing and measured tendon elongation for PT tendons in the Level 3/Zone 3 slab. Stressing of PT tendons was not completed today. Work in progress. Started inspection of resteel and PT tendons for the Level 3/Zone 4 Slab. Work in progress. LEVEL 3 / ZONE 3 STRESSING SUMMARY 9/25/06 -- 9/26/06 The following are tendons not within the +7% to —5% tendon elongation tolerance: #69 (added 13 & N) —1/8"; #73 (added 1.8/N) —1/8"; #221 (beam L -M13) —1/8"; #222 (beam L -M/3) —1/8"; #224 (beam L -M/3) —114"; #202 (beam L -M/2) —1/8"; #207 (beam L -M/2) +1/4"; #211 (beam L -M/2) —1/8". All other tendons are within tolerance. NONCONFORMING CONDITIONS: Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Dennis Sanborn, Branch Manager 'V 41. c 0 U 0 15 cva a -45 C c rIr .5Q # 0 v, JD Lu cx LD c.) Gauge Pressure: Age of Breaks h) .12 too <1 z — ro z i N Unbonded Post-Tensioning Stressing Record, continued Second End 1 4 — • L. •1, f\j M Unbonded Post-Tensioning Stressing Record, continued V qt a E c Second End crJ z w ci9 -4, \LEI r‘..„ -.4`Z.7• \/1 Q 6.4 \/) , • >4 tr‘ -4- Unbonded Post -Tensioning Stressing Record, continued 42 Unbonded Post -Tensioning Stressing Record, continued X -3-- t cI 1 INJ 0/1 N N rs,) M or C'•\,) pi Unbonded Post -Tensioning Stressing Record, continued b W w 4 • E U Tolerances � S 4 4 3 F. {{Y r n Unbonded Post -Tensioning Stressing Record, continued W u. s IC 2 1 3 4 • i En �o erg. „. - - AI n • !t reV 114 Linbonded Post -Tensioning Stressing Record, continued e Unbonded Post -Tensioning Stressing Record, continued L. -74 Sti Unbonded Post -Tensioning Stressing Record, continued g t -gt 1 I I 1 1 11 I .--•;+4-.41 0 ,......„ i , Second End < .,. < v. v 7.-, ..., , , ---1----1 , .... 1 , F,47t, . .; er, ,...... . $...-1‘' p : .... ,,, .. ..:' r, t‘• r: '''' - -4r. i-,-, 1,1,i ,....').,.. ,;:.. fr-, vi' k''''- ')''. > 1•,r; (77 ,.- tN 1..- . : ,;),:; .c.,s - 21) -->:: : ; v.; ::*:3:- c.:, z:„..°.':, :'•:,::1,7 :, ., 1 ''',J - i • ',_ -,-,J '..-i '.7,,, ,,• 1 - - i,;,.: . ,, ,_, ' t'' - ' _ . ‘,.• c ; ._ .. C-2) C. . C%. F•._ • ' ' ', F'' (.3', S::-' ' C ', . . , _ ., C-,'''',: C ' ' ' ... - ., fi A.... -,*,-4 ",74-. " :21Pt ri i r,'" • 1 :17. ,z.. ,,:1:: 1 ir' z, 4-.a'S i":;••,1 I-•) - • •5:::- i''',.' i • , i• ' . ' ; '#'.' 1 -••-•:'?'"i";-;,4;,. ' ..• Cr-. 1/4„, - •-:i.7,i c„, 1 277 -. 1--,:,,' , , , , „, L -,„,i ' --- 4:•:i.. Snqunnen Tdon enTongtendon . Ac ... „ 1 oleo ances ( A itiai LI (-4rosF,. A No. fi) t ; ":",r, • :‘, ("I'' 411 AI, - I- • I 43---• - sT'-., 4 # # Cir'i .., C,1.--;c,i. "•-, 1 Mill r--"--li „..-. 1.., LL --,„ • _ - - - .; ,_ , ' 1 -.....- ...,• "Z-1.,•bk Unbonded Post -Tensioning Stressing Record, continued Second End La tr. L- k o • c7C-- • ' • , . r..„ r”. r\,) '"•1 r\I P\ -1A •-) \- -) '1\ N RECEIVED /✓" MAYES TESTING ENGINEERS, INC. 'OCT 0 9 2006' .=_ COMMUNITY DEVELOPMENT MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 105 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-20-06 Weather: Showers Inspection: Resteel and Tendons Samples: NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, QR 97211 ph 503.281.7515 tax 503.281.7579 MTE inspector arrived on site and continued inspection of resteel and tendons for the level 3/zone 3 PT slab. Corona is continuing to install beam resteel and tendons and bottom steel. Work in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila 7dZ RECEIVED MEverett Office AYES TESTING ENGINEERS, INC. OCT 0 2006 917-1 3 i Street SW COMMUNrrY Everett, WA 98204 DEVEi OPIid�IT ph 425.742.9360 MTE NO: T6100 fax 425.745.1737 Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE A 10029 S. Tacoma way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA racoma, WA 98499 ph 253.584.3 PERMIT NO: D06-072 fax 253.584.37Q Portland Office Page 106 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-21-06 Weather: Showers Inspection: Resteel and Tendons Samples: N/A MTE inspector arrived on site and continued inspection of resteel and tendons for the Level 3/Zone 3 PT Slab at building lines: F.8 -N11-3.8. Spoke with Lou (Corona Steel Foreman) concerning items left to be completed. The following items have yet to be completed: 1. Continuous reinforcement to be installed at closure strip at lines: K -N/3.8. 2. Comer bars at K/3 per detail 16 On S3.13. 3. Top reinforcing at lines: K13-3.8 (Ramp Opening) 4. Tendon Heads in need of adjustment (to high) at lines: G, H, J/3. 5. Complete slab dowel installation at shearwalls. 6. Complete Masonry and Curb dowels along 1 line. 7. Add continuous #4 bar under tendons all along F.8 line. Spoke with Brian MacRae during his PT slab site visit and went over any items that he found need to be completed. All open items will be completed prior to tomorrow's concrete placement. Sent Inspector Le to the MTE Tacoma lab to pick up supplies for tomorrows concrete placement. PRELIMINARY: INSPECTORS: Tom Robinson Quang Le Reviewed by: /Y1)1 l Dennis Sanborn,8franch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: PROJECT: Address: PERMIT NO: Page 107 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: OCT 0 9 2006 TY T6100 DEVELo MEENT SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-22-06 Showers Resteel and Tendons (20) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel and tendons and observed concrete placement, Inspector Le monitored and sampled 482 cubic yards of Cadman Concrete Mix #661281 (5,000 psi at 28 days) for the Level 3/Zone 3 PT Slab at building lines: F.8 -N/1-3.8. Shearwall (level 2-3) at building lines: A/1.8-2.3. Columns (level 2-3) at building lines: A, B, C, D, E, and F/1 (4,000 psi at 28 days required this application). All of the incomplete items noted on Inspector Robinson's report of 9/21/2006 and Items noted on Brian MacRae (CPL- Structural Engineer) site visit report of 9/21/2006 were completed prior to the concrete placement. Concrete was properly mechanically consolidated Cast three sets of four 4 x 8" cylinders and two sets of six 4 x 8" cylinders (which include two field cure cylinders). Test Results: Set #1 Slump 7 W; Set #2 Slump 7"; Set #3 slump 7"; Set #4 Slump 8"; Set #5 Slump 7'/i'. Inspector Robinson prepared PT tendon stressing paperwork for the Level 3/Zone 3 Slab to be stressed on Monday morning. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Tom Robinson Quang Le Reviewed by: 'f 711 .k Dennis Sanbq; branch Manager RECEIVED MAYES TESTING ENGINEERS, INC OCT 0 9 1006 COMMUNITY CONCRETE LABORATORY TEST REPMENT Project Name: Site Address: Client: Engineer: Contractor: Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/03/06 Sample Set ID: 11849 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 74°F 60°F Partly Cloudy Concrete Cadman 663326 661281 Initial Storage Temp. (ASTM C31) NR FIELD DATA ASTM C31 and C172 Actual Entrained Air 1 (ASTM C231) NR ir Water/Cement Ratio: l i Slump (ASTM C143) J i Sample(s) Redd: 0.378 ! 6" 09/06/06 Placement Location and Notes:1 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 Ibs Coarse Aggregate 3/8" 410.0 Ibs Fine Aggregate 1,352.0 Ibs Water 249.0 lbs Fly Ash 106.0 Ibs Cement—Type I & II 552.0 Ibs HRWRA 40.0 oz Required Strength (tic): 5000 psi @ 28 days Set # 1 Ramp Slab (Level 2-3) at building lines: F. 8 - J.6/3-4 Cast at 6 yards @ 6 AM. Garage B (Permit D06-073) Pile Cap at building lines: j/2. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab 0 Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 09/05/060 ! 0091 A , 6754 09/12/06 IL 7 J f 4 x 8 L' 68425 II 4.00 _ l 12.57 5450 ; , NA j , L09/05/06 f 0091 F6755 i 110/03/06 F 28 I I 4 x 8 I r 88020 4.01 1 12.63 11- 6970 f NA " L6756 i f 10/03/06 28 L 4 x 8 J188255 4.01 12.63 6990 1 NA 1* 110/03/06 j F28 ] ( 4 x 8 11738-4601 4.01 C 12.63 11 7000 NA 09/05/06 0091 1 09/05/06 [ 0091 Remarks: 6757 Inspector(s): Robinson, T. Tested by: Quehl, D. Reviewe by: De nis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies ony to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTEE Form #160, Rev 3, 7-0 MAYES RECEIVED TESTING ENGINEERS, INC .}: •= -717-1 OCT 0 9 2006" caMM CONCRETE LABORATORY TEST ROT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/02/06 12019 Permit # (s): D06-072 Original: ❑Q Revised: ❑ 55°F Partly Cloudy Concrete Cadman 669295 cad -661281 FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: 1 Sample Temp. Initial Storage Temp. r Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 70°F NR NR WaterlCement Ratio: Slump (ASTM C143), r Sample(s) Recd: 0.386 7" 09/23/06 Placement Location and Notes: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 418.0 lbs 1,343.0 lbs 252.0 lbs 105.0 lbs 548.0 lbs 40.5 oz Set II: Level 3/zone 3 slab at building lines F.8 -N11-3.8. Cast at approximately lines J/3 at 115 cubic yards at 6:35am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/22/06 j 0106 _It 7432 09/29/06 J L 7 J 4 x 8 { 83075 [ 4.01 J f2.63 6580 L NA _ 09/22/06 ;I 0106 ] 17433 ,'10120106_ ] 28 II L_4 x 8 I ( 0.00 J 0.00 NA_ 09/219QJ [ 0106 11 7434 I I 10/20/M3L28J r 4 x 8 IL 11 0.00 1 0.00 IL IL NA 09/22/0Q i L 0106 _1138 ; ;r 10/20/06 128 11 4 x 8 1; 10.00 0.00 L0.00 _ Jr- ] L NA ' Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Alt testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature tnrormalion in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. NTE Form #150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC ;OCT 0 9 2006 pCCOMMUNITY CONCRETE LABORATORY TEST OW Project Name: Site Address: Client: Engineer: Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. T‘coma Way Suite E-2 Tacoma WA 98499 ph 253,584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/02/06 Sample Set ID: 12018 Permit # (s): D06-072 Original: Revised: El Air Temperature: Weather: Product: Supplier: Ticket Number MixDesign ID : 53°F Partly Cloudy Concrete Cadman 669286 cad -661281 l Sample Temp. - rfnidal Storage Temp (ASTM C1064) 1 f (ASTM C31) FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement --Type I & II HRWRA Entrained Air (ASTM C231) 70°F NR NR Water/Cement Ratio:1 T Slump (ASTM C143)1 Sample(s) Rec'd: 0.386 7.25" 09/23/06 Placement Location and Notes: Required Strength(f'c): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 413.0 lbs 1,343.0 lbs 253.0 lbs 106.0 lbs 549.0 lbs 40.5 oz Set 1: Level 3/zone 3 slab at building lines F.8 -N/1-3.8. Cast at approximately lines U3.3 at 54 cubic yards at 5:45am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/22/06 t0105 j[ 7428. i 09/29/06 i L 7 I( 4 x 8 _1( 73650 11 4.01 lir 12.63 5830 - NA 09!22106 { 10105 1 1.7429 ! 10/20/061 rif31 I_ 4 x 8 10.00 0.00 ' NA 09/22/06 �[ 0105 r 7430 11 10/20/06 11-273-1[ 4 x 8 !j 1L0.00 _11 0.00 J j NA 09/22/06) ` 0105 11 7431 L10/20/061 ,-_ 2 11 4 x 8 [ _..J i–O.00 1 0.00 _ _ I L NA Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: .W Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AR testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - -recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form 0150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC OCT 0 9 1006 Project Name: Site Address: Client: Engineer: Contractor: , COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 73°F Water/Cement Ratio: l 55°F Partly Cloudy Concrete Cadman 669353 cad -661281 I - Initial Storage Temp. (ASTM C31) oL Tacoma 10029 5. Tacoma Way Suite E-2 Tacoma WA 99499 ph 253.584.3720 fax 253.584-3707 Project No: T6100 Issued on: 10/02/06 Sample Set ID: 12020 Permit # (s): D06-072 Original: ❑d Revised: ❑ FIELD DATA ASTM C31 and C172 Actual 0.381 NR rSlump (ASTM C143)) 7" Placement Location and Notes:! Entrained Air (ASTM C231) NR Sample(s) Rec'd: 09/23/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 416.0 lbs 1,338.0 lbs 252.0 lbs 105.0 lbs 556.0 lbs 40.3 oz Set III: Level 3/zone 3 slab at building lines F.8 -N/1-3.8. Cast at approximately lines G/3.1 at 220 cubic yards at 7:55am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/22/0611 _ 0107 j i _ 7436 09/29/06_ J r7 7! 4 x 8. 74 390 i i 4.01 112.63 5890_ :: NA * 09/22/06 j P107 [ 7437 1 i 10/20/06i I 28J[ 4 x 8 1 - o.00 _ JL o.00 IL - --.- I 09/22/06.1( 0107 J I 7438 _) ', 10/20/06 [ 28 j [ 4x8 _ i _ _ L 0.001 0.00I [ - [ NA 1. 09/22!06_; 10107 ] f 7439 ! 10/20/06 J , 28 !I 4 x 8 r i L 0.00..11_ a.0o ; f j I NA ,' Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form *150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED OCT 0 9 2006 COMMUNITY CONCRETE LABORATORY TESTERIEPOMPIT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 57°F Partly Cloudy Concrete Cadman 669418 cad -661281 Sample Temp. (ASTM C1064) 73°F Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/02/06 Sample Set ID: 12021 Permit # (s): D06-072 Original: Revised: fl FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. Entrained Air 1 (ASTM C31) , , (ASTM C231) NR Water/Cement Ratio: !Slump (ASTM C143) rSample(s) Rec'd: 0.387 8" 09/23/06 Placement Location and Notes: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement --Type I & II HRWRA Required Strength (f c): 5000 psi © 28 days Weight (per cu.yd) 1,436.0 lbs 416.0 lbs 1,343.0 lbs 253.0 lbs 105.0 lbs 548.0 lbs 40.2 oz Set IV: Level 3/zone 3 slab at building lines F.8 -N/1-3.8. Cast at approximately lines M/2.5 at 304 cubic yards at 9:10am. Date Made Sample * Lab # 09/22/06 0108._ L7_440 09/22/061 L 0108 1T7441 09/22/06.1 [ 0108_ l r-7442 09/22/06 1 r 0108 J1 7443 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/29/06 1[ 7 i L 4x8 72070] [ 4.01 11 12.63 j 5710 NA " 10/20/06 1-28 j1 4x 8 = -1 OM L o.00 IL. _..T ] - NA , * j i 10/20/06 J L 28 4 x 8 j[ -Lir NA 10/20/06]1 28 11 4x8 if 11 L a.0oIP NA ` Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: (�.�),r Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: = - RECEIVED rOCT 0 9 2006 CONCRETE LABORATORY TEST RERMIN�aEIUT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen Contractor: JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign iD : Sample Temp. (ASTM C1064) Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/02/06 12022 Permit # (s): D06-072 Original: Revised: n 62°F Partly Cloudy Concrete Cadman 669500 cad -661281 i Initial Storage Temp. (ASTM C31) 73°F Water/Cement Ratio: NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Slump (ASTM C145i Sample(s) Recd: I 0.387 7.5" Placement Location and Notes: 09/23/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 416.0 lbs Fine Aggregate 1,343.0 lbs Water 253.0 lbs Fly Ash 105.0 lbs Cement—Type I & II 548.0 lbs HRWRA 40.2 oz Required Strength (f c): 5000 psi @ 28 days Set V: Level 3/zone 3 slab at building lines F.8 -N/1-3.8. Cast at approximately lines H/1.2 at 409 cubic yards at 10:33am. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/22/06 L 0109 j L 7444 09/22/06_] F._9_199 1 7445 i 09/22/06 f Loos ( 7446 r 09/22/06] r 0109i F7447 Remarks: 09/29/06. 1 7 II 4 x 8 1911410_6_1 [_2$ L 4 x 8 10/20/06 L 4 x 8 Jr � 10.00 0.00 lE 73340] 4.01 IL 12.63 5810 F ). QO -- � L ]T0.00 [Two IL -i_ 28 1-0-120-101-1[ 28 J 4x8 1 Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviews y: Dennis Sanborn Branch Manager NA NA NA j" NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. i' MTE form N150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED .,.,xn... rOCT 0 9 2006 COMMUNITY CONCRETE LABORATORY TESTINT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 09/29/06 11815 Permit # (s): /7Z.-- Original: ❑d Revised: Ej Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 54°F Partly Cloudy Concrete Cadman 662330 661281 Sample Temp. I Initial Storage Temp. (ASTM C1064) (ASTM C31) 73°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) Water/Cement Ratio" Slump (ASTM C143) 0.384 7" Placement Location and Notes: NR Sample(s) Recd: 09/01/06 IMix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement -Type 1 & Il HRWRA Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,435.0 lbs 1,351.0 lbs 251.0 lbs 105.0 lbs 549.0 lbs 40.1 lbs Set II:Level 2 /Zone 5 slab at building lines: A -F .711-3.8. Cast approx. lines E/2.6 at 125 yards at 6:10 am. Added 13 gallons water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) 08131106 1 L 0086 [ 6608 09/07/06 i 7 J1 4 x 8 ; [_ 74655 1, 4.01 1 08/31/06 /1 00-11 6609 11 09/28/06 IL 2f0 7 4 x 8 IF 9068011 4.01 L08/31/06 110080 6610 I 09/28/06 281 Hos x f 98385 4.01 H12.63 408/31/06 0086 6611 F09/28/06 28 L4 x 8 1 9504531 4.01 1 L12.63 Remarks: Surface Strength (psi) Failure Code 12.63 1 ; 5910 . NA • 12.63 Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. j 7180 f i NA 7790 IL NA 1 " 7530 1 F_ NA 7* Review9by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Alt testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 1150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC wtrVOMITARMYY F.,., t 13CT 0 91006 • COMMUMTy CONCRETE LABORATORY TEST RYT Project Name: Site Address: Client: Engineer Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Project No: Issued on: Sample Set ID: Permit # (s): ,4r Original: ❑�/ Revised: ❑ Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 09/29/06 11816 55°F Partly Cloudy Concrete Cadman 662371 661281 Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 73°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio I Slump (ASTM C143) 1 ti Sample(s) Recd: 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash HRWRA Weight (per cu.yd) 1,435.0 lbs 416.0 lbs 105.0 lbs 251.0 lbs 105.0 lbs 40.1 oz 2.390 7.5" 09/01/06 Required Strength (fc): Placement Location and Notes: i 5000 psi 1 28 days Set III:Level 2/Zone 5 slab at building lines: a -F 07/ 1- 3.8. Cast at approx. lines D/2.1 at 209 yards © 7:20 am. Date Made Sample # Lab # 08/31/06 IF 0087 08/31/06 j [ 0087 1 08/31/0-61_ 0087 f 08131 /06 1 0087 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 1F6-612 09/07/06 7 L 4x 8 Jr 72560 j 6613 11 09/28/06 1I 281 4 x 8 I 95545 6614 t 09/28/06 L28] 4 x 8 1 f 95130 6615 1109/28/06 28 4 x 8 I L99801J Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. r 4.01 !I 12.63 4.01 IL12.63 4.01 1 r 12.63 4.0112.63) 5750 NA* 7570 j NA 7530 —] 1 NA 1 7900 11 NA 72 Reviewed y: Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AH testing performed In accordance with applicable ASTMS except C-31, 10.1.2 -''recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 0150. Rev 3, 7-0 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED 'OCT 0 9 2006 COMMTY CONCRETE LABORATORY TEST REPOWDPM T Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 09/29/06 11817 Permit # (s): Original: lkj Revised: ❑ Air Temperature: 65°F Weather: Partly Cloudy Product: Concrete Supplier. Cadman Ticket Number : 662439 MixDesign ID: 661281 C Sample Temp. i Initial Storage Temp. (ASTM C1064) J [ (ASTM C31)r ti 75°F Water/Cement Ratio: 0.455 NR Slump (ASTM C143) 7.5" Placement Location and Notes:! FIELD DATA ASTM C31 and 0172 Actual Entrained Air i (ASTM C231) NR Sample(s) Recd: 09/01/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,435.0 lbs Coarse Aggregate 3/8" 412.0 lbs Fine Aggregate 1,352.0 lbs Water 250.0 lbs Cement—Type 1& II 549.0 lbs HRWRA 40.2 oz Required Strength (fc): 5000 psi @ 28 days Set IV: Level 2/ Zone 5 Slab at building lines: A - F .7/1-3.8. Cast approx. lines B/1.5 at 315 yards @ 8:40 am. Date Made Sample # 08/31/06 1 L 0088) 08/31/06 1 0088 _] 08/31/06 L0088 08/31/06 JLaos8 Remarks: COMPRESSION TEST RESULTS (ASTM C39. C1231. and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 6616 L 09/07/061 L 7 _IL 4 x 8 74765 1( 4.01 (12.63 I, 5920 NA 6617 ; 09/28/06 I 11-3 ] 4 x 8 { 92010 I 4 01r 12.63 7290 NA 6618 I L09/28/06 I 28 4 x 8 IF 98210 4.01 j 12.63 9 7780 ] NA 1" 6619 09/28/06 L28 1L 4 x 8 96380 jf 4.01 J( 12.63 i 7630 j Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: 42.. DennSanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31. 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA MTE Form N150, Rev 3, 7-0 1 RECEIVED MAYES TESTING ENGINEERS, /NCOCT 0 9 2006' Project Name: Site Address: Client Engineer. Contractor: - COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72°F Partly Cloudy Concrete Cadman 662509 661281 Sample Temp. (ASTM C1064) 75°F Initial Storage Temp. (ASTM C31) NR Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584,3720 fax 253.584.3707 Project No: T6100 Issued on: 09/29/06 Sample Set ID: 11818 Permit # (s): /90‘—a-7 Z_ Original: Revised: FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Ingredient Entrained Air (ASTM C231) NR Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 417.0 lbs Fine Aggregate 1,343.0 lbs Water 251.0 lbs Cement–Type I & II 548.0 lbs Fly Ash 106.0 lbs HRWRA 39.7 oz Water/Cement Ratio: Slump (ASTM C143) Sample(s) Recd: 0.384 7 1.14" 09/01/06 Required Strength (f'c): 5000 psi 28 days Placement Location and Notes: Set V: Level 2 /Zone 5 slab at building lines: A -F.7/ -3.8. Closure strip at building lines: J.5 -N/ 3.8. Columns (Level 2- 3)at building lines: K, U1. Cast at approx. lines E/1.1 at 399 yards @ 10.25 am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (In) Surface Strength (psi) Failure Code 08/31/06 0089 L 6620 09/07/06 7 J 4 x 8 1! 71905 4.01 12.63 ...__ 5690 ! 08/31/06 L0089 1 [ 6621 [ 09/28/06 128 ] L 4 x 8 11_90210 1F4.01 :11 12.63 j r 7140 08/31106 J L0089 _ J 6.622_ ! I _09/2_8/06] 28 J [-4 x 8 _ I L 85865 4.01 12.63 [ 6800 08/31/06 0089 6623 i 09/28/06 28 4 x 82 91040 I( 4.01 _11 12.63 11 7210 j1, NA Remarks: NA NA NA Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: a. Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED OCT 0 91006 Project Name: Site Address: Client: Engineer: Contractor: COMMON€Ty CONCRETE LABORATORY TEST I���"T Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 57°F Partly Cloudy Concrete Cadman 662821 631081R [initial Storage Temp: I (ASTM C31) 75°F NR Water/Cement Ratio: rSlump (ASTM C143) II 0.400 5" Placement Location and Notes: c9z_ Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/02/06 Sample Set ID: 11846 Permit # (s): Original: ❑d Revised: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR T Sample(s) Rec'd: 09/02/06 IMix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Required Strength (Pc): 5000 psi @ 28 days Set#1 Shearwalls (Level 2-3) at building lines:17 - N/1: N/1.7 - 2.2. Cast at 5 yards @ 5:10 AM. Weight (per cu.yd) 1,465.0 lbs 421.0 lbs 1,377.0 lbs 240.0 lbs 86.0 ibs 514.0 lbs 10.1 oz 28.5 oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/01/06 IL 0090__.1 r 6741 09/08/06 [Y f 4 x 8 7i 65835 j 4.01 ; L12.63 ! , 5210 NA 09/01/061[ 0090 1[ 674209/ - 1 ---- --� - , -- -- --_-�- 29/06 I 28 ! � 4 x 8 ,' 8744 4.01 j 112.6 J L_ 6920 j NA 09/01 /06 ! L0090'] L6743 11 09/29/06 28 ] 4 x 8 89160 1114.01 12.63] f 7060 [ NA j' • 09/01/061- 0090 16744 1709/29/06 ! 28 4 x 8 r 88585 L4A1 1L12.63 1L 7010 11_ _NA _ Remarks: Inspector(s): Robinson, T. Tested by: Simmons, N. Rev' d by: _ ..,- Ddhnis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form Nt50, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC OCT 0 9 2096 Project Name: Site Address: Client: Engineer: Contractor Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : ' Sample Temp. (ASTM C1064) COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 62°F Sunny Concrete Cadman 06661571 518018R Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 6.5" 74°F l Water/Cement Ratio:I 0.446 'Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 08/30/06 Project No: Issued on: Sample Set ID: Permit # (s): J, Original: ) 1 Revised: !V! 1 Mix Proportions: Ingredient Cement Fly Ash Fine Aggregate Coarse Aggregate 3/4" Coarse Aggregate 3/8" WRA Glen 3030 Water Required Strength (f c): 4000 psi 28 days Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 09/28/06 11803 Weight (per cu.yd) 468.0 75.0 1,380.0 1,469.0 462.0 20.0 13.0 242.0 Ibs ibs lbs ibs ibs oz oz Ibs Columns Parking Garage "A", Grids; G-2, H-2, J-2, K-2, L-2, M-2, J-3, K-3, L-3, M-3, N-3. Sampled at 6 of 24 yds placed. 5 gal. Water added on site by contractor. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample 0 Lab # Date Tested Age Size (in) 08/29/06 11 0084 11 6565 ll 09/05/06 .11.. 7 .11.4_x 8 Load (lbs) Dia (in) Surface Strength (psi) Failure Code 1 1.55780 11 .4.00 l 1 .12.57 11 4440 11 NA 108/29/06 11 0084 11 6566 11 09/26/06.11 20.11 . _ 4 x_8 11 75730_11 4.01. 1 l _ 12.63 11 6000 11 NA 1, 08/29/06 11 0084 1 l 6567 1 { 09/26/06 11 .28 ] I 4_x 8 . 1 ` 81085 11 4.01 .1 ti 12.63 11 6420 I l NA 1 " Remarks: 1" Inspector(s): Subcontracto Tested by: Simmons, N. Reviewed by: ar Dennis Sanborn Branch Manager ‘,w -f NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. A» testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form /150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED OCT o 9 2006 Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : COMMUNITY CONCRETE LABORATORY TEL Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 53°F Partly Cloudy Concrete Cadman 662321 661281 Sample Temp. Initial Storage Ternp. (ASTM C1064) (ASTM C31) 73°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio: f Slump (ASTM C143) 1 Samples) Rec'd: 0.457 7 1/4" 'Placement Location and Notes: 09/01/06 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 09/29/06 Sample Set ID: 11814 Permit # (s): Original: ❑�/ Revised: LI IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Fine Aggregate 1,352.0 lbs Water 252.0 lbs Cement --Type I & II 552.0 lbs HRWRA 40.4 oz Required Strength (fc): 5000 psi @ 28 days Set I: LEVEL 2/ Zone 5 slab at building lines: A - F .7/1 -3.8. Cast at approx. lines A. 7/3.1 at 43 yards@ 4:35 am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 08131 /06 • 08/31/06 1.1 08/3'1/ 85 f 00 1.08/31/06 1 Remarks: 00856604 09/07/06 ] [_ 7 4 xx 8 7 [649405 j L 4.01 112.63 0085 ] ( 6605 09/28/06 4 8 j 9692 ,t L4.01 i 12.63 1 6606 j 09/28/06 L28 Ir 4 x 8 J F12.63 7760 1 0085 N 5140 NAA 7670 NA 98016 4.01 6607 L 09/28/06 [ 28 F4 x 8 1 96171 11---470 12.63_11 7610 Inspector(s): Robinson, T. Tested by: Simmons, N. Le, 0. NA 1" Reviewed . . De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 110 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-27-06 Sunny Concrete, Resteel and PT Tendons (4) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 racoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.564.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel and observed concrete placement, Inspector Le monitored and sampled 24 cubic yards of Cadman Concrete Mix # 661281 (5,000 psi) for level 2 closure strips at building lines: F.811-3; F.8/3-4 (Ramp); F.814-6. Resteel is acceptable. Concrete was properly mechanically consolidated. One set of four 4 x 8" cylinders was cast. Test results: Slump 61/". Inspector Robinson performed inspection of resteel and PT Tendons for the Level 3/Zone 4 Slab at building lines: A -F.7/4-6. Spoke with Lou (Corona steel Foreman) concerning items not completed. Following is the list of incomplete items including the list from Brian MacRae (CPL Structural Engineer): 1. 10' #4 top bars into the closure strip at lines: A -C.5/3.8. 2. Adjust overlapping tendon head in beam at lines: B/4. 3. Adjust tendon profile at lines: A.1/4-5. 4. Complete curb dowels along 1 line. 5. There are two live end PT Heads along 6 line that need to be adjusted and fully secured to the form work so concrete will not leak around them. 6. Where tendons go into the beam along 6 line (at beams) they need to be chaired for clearance. Work was completed by end of shift except for item #6. Tendon elongations for the Level 3/Zone 3 Slab (See Inspector Robinson report of 9/26/2006) have been approved by Brian MacRae (CPL- Structural Engineer) To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Tom Robinsotya�r d rtg Le Reviewed by: . Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 55°F Cloudy Concrete Cadman 672803 661281 Sample Temp. (ASTM C1064) Initial Storage Tem (ASTM C31) p• Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: Li Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 12134 D06-072 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 70°F NR NR `Water/Cement Ratio: 0.406 Slump (ASTM C143)1 r Sample(s) Rec'd: 7.5" Placement Location and Notes:1 10/04/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,438.0 lbs Coarse Aggregate 3/8" 416.0 lbs Fine Aggregate 1,341.0 lbs Water 267.0 lbs Fly Ash 105.0 lbs Cement 552.0 lbs Glen 3030 35.6 oz Required Strength (f c): 5000 psi @ 28 days Set IV: Post Tension Deck level 3 zone 5, grid G.411-4, 3/G.4 -D.5, D,5/3-3.7, 3.7/D.5 -A, A/1-3.7, and 1/A -G.4. Sample taken at truck discharged at 204 cubic yards of 412 cubic yards total at 8:40am. COMPRESSION TEST RESULTS (ASTM C39, C1231. and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size ON Load (lbs) Dia (in) Surface Strength (psi) Failure Code 10/03/06' 0121 _J r 7899 . 10/10/06 ._] 7 I 4 x 8 7.6610 .: 4.01_ ;! 12.63__!1__6070 NA ! * L10/03/06 j 0121 I, 7900 10/31/06 28 4 x 8 1 . 0 0 IL 0.00 -II - - 1 U NA _ j* L10/03/06 J! 0121 7901 Y 10/31/06 I i 28 I r 4 x 8 I L 71 0.00 f[ 0.00 IL 1 NA I* 10103106j;T 0121 7F7902 10131106 IL -210 x8 i' i' 0.00 f`0.00 I! NA Remarks: Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. Reviewed by: Delfnis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ;ATE Fvm 0150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 51°F Clear Concrete Cadman 672735 661281 !Initial Storage Temp. (ASTM C31) 71°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio:: Slump (ASTM 0143) 1 Sample(s) Recd: 0.404 8" Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 12133 Permit # (s): D06-072 Original: Revised: [1) 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement Gfen 3030 10/04/06 Required Strength (f c): Weight (per cu.yd) 1,435.0 lbs 411.0 lbs 1,342.0 lbs 264.0 lbs 105.0 lbs 549.0 lbs 35.7 oz Placement Location and Notes: 5000 psi @ 28 days Set III: Post Tension Deck level 3 zone 5, grid G.4/1-4, 31G.4 -D.5, 0,5/3-3.7, 3.7/D.5 -A, N1-3.7, and 1/A -G.4. Sample taken at truck discharged at 221 cubic yards of 412 cubic yards total at 7:30am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 10/03/06 ; , 0120 1 : J895 10/10/06 ! 7 h 4 x 8 84420 4.01 12.63 6680 NA * 10/03/06. L0 120 11 7896 :' 10/31/06) L28 J I 4_x 8 1! 11 0.00 110.00 L 1 NA 1' H0/03/06 ( 0120 11 7897 ' 10/31/06 L28 ; 4 x 8 lir 0.00 J' 0.00 71i_ NA l' F10/03/06-1! 0120 1 j 7898 10/31/06 j r 28 1 4 x 8 0.00 � L 0.00 3 -11- NA Remarks: Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. Reviewed by: De nis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM`s except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form MI 50, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. i (ASTM C1064) 50°F Clear Concrete Cadman 672708 661281 Initial Storage Temp. (ASTM C31) 70°F NR FIELD DATA ASTM C31 and 0172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio: Slump (ASTM C143) Sample(s) Rec'd: 1 0.409 8.5" 10/04/06 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 12132 Permit # (s): D06-072 Original: V Revised: F. IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,437.0 lbs Coarse Aggregate 3/8" 414.0 lbs Fine Aggregate 1,345.0 lbs Water 268.0 Ibs Fly Ash 105.0 lbs Cement 550.0 lbs Glen 3030 40.0 oz Required Strength (fc): Placement Location and Notes: 5000 psi @ 28 days Set II: Post Tension Deck level 3 grid; line G.4/1-3 to line 3/G.4 -D.5 to 0.5/3-3.7 to 3.7/D.5 -A line N1-3.7 and to line 1/A -G.4. Sample taken at truck discharged at 116 cubic yards of 412 cubic yards total at 6:05am. 5 gallons of water was added on site. Cadman QC added water and was also notified about slump, COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 10/03/06 ! 0919 7891 10/10/06 7 I' 4 x 8:L1_30110_,i . r634(1-1[ —7 * � � ( i i 4A1 12.63) F NA � [10/03/06711 0119 _ _ +1 7892_; 10/31/06 [8 ' I 4 x 8 _1i J 10.00 11 0.00 -1 it 1 NA _ i * [10103/06 1 01197893 _ 10/31/0-6-1 L28 11 4 x 8 r i ][ 0.00 ' 0.00 +.' NA I* H0/43/0611- 0119 L 7894 i 10/31106' x 28 i 4 8 7 - ' r Q.QO ' T — �'• i L I I 0.04 � ; ..�,. NA = Remarks: Inspector(s): Sanborn, D. Le, Q. Reviewed b r: Tested by: Le, Q. Den is Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form N150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 51CF Clear Concrete Cadman 672700 661281 Sample Temp. Initial Storage Temp. (ASTM C1064) 1 (ASTM C31) 71°F NR Water/Cement Ratio: Slump (ASTM C143) 1 0.408 8.5" Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: • 10/04/06 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 10/12/06 Sample Set ID: 12131 Permit # (s): D06-072 Original: h/: Revised: IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 413.0 Ibs Fine Aggregate 1,335.0 Ibs Water 268.0 Ibs Fly Ash 105.0 lbs Cement 552.0 Ibs Glen 3030 36.0 oz Required Strength (f c): 5000 psi @ 28 days Set I: Post Tension Deck level 3 zone 5 grid; G.4/1-3, 3/G.4 -D.5, D.5/3-3.7, 3.7/D.5 -A, A/1-3.7 and 1/A -G.4. Sample taken at truck discharge at 32 cubic yards of 412 cubic yards total at 4:35am. Cadman QC was notified about slump. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 10/03/06 11 0118 11 7887 11 10/10/06.11 7 11 10/03/0611 0118 11 7888 11 10/31/06 11 28 11 10/03/06 11 0118 11 7889 11 10/31/06 11 28 1 10/03/06 ;1 0118 R 17890 11 10/31/06 11 28, 11 Remarks: Surface Strength (psi) Failure Code a x8 i; 7906.0 1 4.01 12.63 4 x8 11 11 0.00 11 0.00 4x8 11 d 0.00 ; 0.00 4x8 11 i; 0.00 j 0.00 Inspector(s): Sanborn, D. Le, Q. Tested by: Le, Q. 6260 NA NA NA NA Reviewe by: //�/ De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. UTE Form N150, Rev 3, 7A MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 11969 Permit # (s): D06-072 Original: V Revised: LI Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : :r—Sample Temp. (ASTM C1064) 54°F Cloudy Concrete Cadman 666898 661281 71°F Water/Cement Ratio: 0.383 r Initial Storage Temp. . (ASTM C31) FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Entrained Air (ASTM C231) NR NR rSlump (ASTM C143) 1' Sample(s) Rec'd: 6.5" ,Placement Location and Notes: 09/15/06 Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (Pc): 5000 psi @ 28 days Ramp slab (level 2-3) at lines C.4 -F.7/3-4. Cast at 15 cubic yards at 12:30pm. Weight (per cu.yd) 1,436.0 415.0 1,352.0 251.0 106.0 549.0 40.4 lbs lbs lbs ibs lbs ibs lbs Date Made Sample* Lab # 09/14/06 0102 7227 _09/14/06 1I L 0102_ 7228 109/14/06 _ [ 0102 11 7229 L09/14/06 11 0102 IL 7230 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 09/21/06 j' 7 iL_4 x 8;I 73330J; 4.01 1L12.63 'L_581 0 _ _ 1 Q112/06 ' 28 } ` 4 x 8 L97160 1 4.02 J L12.69J L 7650 10/12/06 1 L281 4 x 8 I 95750] r 4.02 L 12.691 10/12/01_28 r 4 x 8 95960 j 14.02 12.69_1 7540 Inspector(s): Robinson, T. Tested by: Le, Q. 7560 Reviewed by: i/=Ir Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Failure Code NA_. _ NA NA NA j' LATE Form *150, Rev 3, 7-0 NA j MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mail Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 10/12/06 11941 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 71 °F Water/Cement Ratio: 54°F Partly Cloudy Concrete Cadman 666197 631081R I Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 0.400 6" FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: M 09/14/06 Required Strength (fc): ! Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,466.0 lbs Coarse Aggregate 3/8" 421.0 lbs Fine Aggregate 1,379.0 lbs Water 240.0 lbs Fly Ash 86.0 lbs Cement—Type I & II 514.0 lbs HRWRA 10.1 oz MRWRA 28.5 oz Placement Location and Notes: 5000 psi @ 28 days Shearwalls (level 2-3) at building lines N14.8-5.2. Cast at 5 cubic yards at 6:OOam. Date Made Sample # Lab # x9/13/06 !__0101 li 7114 09/13/CI6 ;I 0101 x7115 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code • 09/20/06 1 7 L4 x 8 ' 66110 4.02 i j 12.69' 5210 NA X09/13/06 !r 0101 if 7116 10/11/06] L28 IL 4 x8 L 93425 , 4.00 j 12.57 ! I j 10/11/06S278-1( 4 x 8 I P94515 4.00 [ 12.57 09/13/06] 70101 1 7117 Remarks: 7430 ! ! NA * 7520 j 10/11/06 128 4 x 8 L 95085 I 4.00 i 12.57 IL 7570 Inspector(s): Robinson, T. Tested by: Le, Q. Wozniak, R. Reviewed by: rte NA D- nis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - °recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Farm *150, Rev 3, 7-0 MAyES TEST/NG ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma way Suite E-2 Tacoma WA 98499 ph 253.584.3720 tax 253.584.3707 T6100 10/10/06 11938 Permit # (s): D06-072 Original: J Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72°F Partly Cloudy Concrete Cadman 665968 581081R Sample Temp. (ASTM 01064) 73°F WaterlCement Ratio: FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) NR NR Slump (ASTM C143) r Sample(s) Recd: 0.437 6.5" 09/13/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,472.0 lbs Coarse Aggregate 318" 467.0 lbs Fine Aggregate 1,386.0 lbs Water 240.0 lbs Fly Ash 78.0 lbs Cement -Type I & II 471.0 lbs HRWRA 13.0 oz MRWRA 20.3 oz Required Strength (fc): Placement Location and Notes: 4000 psi @ 28 days Set VI: Columns (level 2-3) at building lines A, B13, 4; B, C/5; C, D/6. Cast at 5 cubic yards at 1:OOpm. 10 gallons of water added onsite. Date Made Sample # Lab # 09/12/06-i: 0100 L 7102_ 1-09/12/09) I� 0100 IL 7103 09/12/06_1-0100 7104 1 0100 11 7105 09/12/06 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Inspector(s): Tested by: Surface Strength (psi) Failure Code 09/19/06 , 7 ; %4 x 8 58070 4.01 L 12.63 4600 NA . " 10/10/06_1 128 i ( 4x8 i 80010 ;1L4.01 1FL 12.63. 6340 _ j NA 10/10/06_1[128 ]( 4 x 8 [19_69I) ! 14.01 1r 12.63 J 6310 i t NA 10/10/06 [ 28 1.14 x 88086014 01 j F 12.63 7 6400 NA Robinson, T. Ferrell-Wym Le, Q. Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AN testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 70°F Partly Cloudy Concrete Cadman 665864 661281 r Sample Temp. (ASTM C 1 D64) 71°F Water/Cement Ratio: 0.394 Initial Storage Tem (ASTM C31) p. NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Slump (ASTM C143) , r Sample(s) Recd: 7" 09/13/06 Placement Location and Notes:1 Set V: Level 3/Zone 2 slab at building lines: F.8 -N13.8-6. Columns (level 2-3) at building lines EIF/6; D, E, F15. Cast at approximately building lines G/5.8 at 404 cubic yards at 10:15am. 10 gallons of water added onsite. Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 11937 Permit # (s): D06-072 Original: LV Revised: [] Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash HRWRA Cement–Type 1 & II Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,434.0 lbs 416.0 lbs 1,355.0 lbs 257.0 lbs 105.0 lbs 39.9 oz 548.0 ibs COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L09/12/06 170099 1 E 7098 09/19/06 � 7 ! 4 x 8 67770 4.01 l 12.63 5370 IL NA" [ 09/12/06_j1 009 t 7099 10/10/06 1; 28 j 4 x 8 +ir 96380 ![ 4.00 1i- 12.57 [ 7670 NA 1 • 09/12/06 0099 7100 10/10/06 j L28 i f 4 x 8 ! ! 97060 [ 4.00 IL 12.57 1L 7720 1 NA —] " 109/12/06_11 0099—! f 7101 10/10/06 11 28 I1 4 x 8 ` 90230 ! ' 4.00 12.57 ! P 7180 ! NA 1* Remarks: Inspector(s): Robinson, T. Ferrell-Wym Tested by: Le, Q. Reviewed b Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm 0150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 66°F Partly Cloudy Concrete Cadman 6658141 661281 Sample Temp. (ASTM C1064) 71°F Initial Storage Temp. (ASTM C31) NR Water/Cement Ratio:! 0.387 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 11936 Permit # (s): 006-072 Original: �. Revised: Li FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Ingredient Entrained Air (ASTM C231) NR Slump (ASTM C143) 1 Sample(s) Rec'd: 7.5" 09/13/06 Weight (per cu.yd) Coarse Aggregate 3/4" 1,433.0 lbs Coarse Aggregate 3/8" 415.0 lbs Fine Aggregate 1,351.0 lbs Water 254.0 lbs Fly Ash 107.0 lbs Cement—Type I & 11 549.0 lbs HRWRA 40.0 oz Required Strength (f c): Placement Location and Notes: 5000 psi @ 28 days Set IV: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines G.5/5.3 at 318 cubic yards at 9:OOam. 10 gallons of water added onsite. Date Made Sample # Lab # 09/12/06 , 0098 i 7094 1_99/12/06 0098 I 7095 09/12/06 ( 0098 [ 7096 L09/12/05j 0098 I! 7097 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/19/06 f 7 if 4x8 , L 72860 74.01 i E 12.63 5770 I NA 10/10/061 2/0 4 x 8 a)9420J _4.00 ! 12.57 T 7910 NA j * 10/10/06 J 28_] L_ 4 x 8 7r1006501( 4.00 1 42.57 11 8030 J NA J' 10/10/06 VI 28 1 L 4 x 8 11 99980 4.00 1' 12.57 '', 7960 I NA . . j' Inspector(s): Robinson, T. Ferrell-Wym Tested by: Le, O. Reviewed- - De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information in this report applies ony to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62°F Partly Cloudy Concrete Cadman 665742 661281 `Initial Storage Temp. (ASTM C31) Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: [j Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/10/06 11935 D06-072 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 71°F NR Water/Cement Ratio: i Slump (ASTM 0143) 0.388 7.5" "Placement Location and Notes: NR Sample(s) Recd: 09/13/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 415.0 lbs Fine Aggregate 1,348.0 lbs Water 255.0 lbs Fly Ash 106.0 lbs Cement—Type 1 & Il 552.0 lbs HRWRA 40.6 lbs Required Strength (tic): 5000 psi © 28 days Set Ili: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines M/4.9 at 233 cubic yards at 7:30am. 5 gallons of water added onsite. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39. C1231. and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L 09/12/06_11 _ „0097 j 7090 j 09/12/06 j i 0097 L 7091 09/12/06 j L 0097 T i 7092 109/12/06 f 10097 L 7093 Remarks: 09/19/06 7-7. 4 x 8 , 79400 , ( 4.01 j X2.63 i 6290 10/10/06 I 28 L 4 x 8_J x101800 I 4.00 L12.57 i 8100 1011_0106 i x81 ! 4x 8 ) 99460 If 4.00 I 12.57 i I 7910 10/10/06 1[ 28 IF 4 x 8 1 j 980804 00 i .fit 2.57 �': 7800 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Le, 0. NA J* A 2]' NA• J NA Reviewed y: . D nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature Information in this report applies ony to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC 11112=1111===11.==r------_, T: . .- Project Name: Site Address: Client: Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: 1' Sample Temp. (ASTM C1064) Project No: Issued on: Sample Set ID: Permit # (s): Original: -1 ! Revised: E 54°F Partly Cloudy Concrete Cadman 665703 661281 Initial Storage Temp.r Entrained Air FIELD DATA ASTM C31 and C172 Actual (ASTM C31) 70°F NR I`Water/Cement Ratio: (ASTM C231) NR Slump (ASTM C1435- r r Sample(s) Rec'd: 0.384 8" Placement Location and Notes: 09/13/06 Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584 3707 T6100 10/10/06 11934 006-072 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (fc): 5000 psi t 28 days Weight (per cu.yd) 1,437.0 lbs 414.0 lbs 1,353.0 lbs 254.0 lbs 107.0 lbs 554.0 lbs 40.9 oz Set II: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines G/4.3 at 115 cubic yards at 6:15am. 10 gallons of water added onsite. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/12/06 0096_ j 7086 [ 09/12/060 L0096 J J 7087 L39/12/06] 0096 17088_; T 09/12/06 I 0096 3 7089 ' Remarks: 09/19/06 ]L7 ;I 4x8 10/10/06_1LZ8 i1 4 x 8 10/10/06 1L28 10110/0 28 [ 4 x 8 x 1 75560 r 4. 4.01_01 11 2.6363 l f _ 598280 04000 j 30 6)1 r 4 x 8 ' L99410 1 12.63 , j i 7870 1 105420 !i 4.01 3 12.63 ' L 8350 --I! NA _.. J NA _� • IL NA • 11 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Le, Q. 4.01 Reviewed by: Dennis Sanborn Branch Manager NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - *recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Fcrm 1150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC :h. CONCRETE LABORATORY TEST REPORT Project Name: Southcenter Mall Parking Garage A Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client Westfield America - WA Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Air Temperature: 60°F Weather: Partly Cloudy Product: Concrete Supplier: Cadman Ticket Number : 665695 MixDesign ID : 661281 FIELD DATA ASTM C31 and C172 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.589.3707 Project No: T6100 Issued on: 10/10/06 Sample Set ID: 11933 Permit # (s): 1306-072 Original: Revised: ❑ Actual Mix Proportions: Ingredient Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) ! (ASTM C31) (ASTM C231) 70°F NR NR Water/Cement Ratio: p Slump (ASTM C143) J' Sample(s) Rec'd: 0.457 7.25" 09/13/06 Required Strength (fc): Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,352.0 lbs Water 252.0 lbs Cement–Type I & II 552.0 lbs HRWRA 40.4 oz Placement Location and Notes: l 5000 psi @ 28 days Set I: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines J/4 at 54 cubic yards at 5am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/12/06 i 0095 7082 09/19/06 ! 7 — 4 x 8 80290 74.01 12.63 6360 NA 1" 09/12/06 11 0095 11 7083 10/10/06 J i 28 4 x 8 _I-96200 i 4.01 1; 12.63 7620 ; [ NA j* 09/12/067 f 00951 L[ 7084 r 10/10/06 J1 28j [ 4 x 8 92840 1, 4.01 ] E12.63 7350 NA J " 09/12/06 11 0095 i L 7085 10/10/06 I L 28 j i 4 x ji 96760 l r 4.01 i 12.63_ L _ 7660 J NA 1' Remarks: Inspector(s): Robinson, T. Ferrell-Wym Tested by: Le, Q. Reviewed by: 9a,,. DeRnis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Fenn #15O, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 10/11/06 11887 Permit # (s): D06-072 fit Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68°F Sunny Grout Burke N/A Site Mix ' Initial Storage Temp. 1 Entrained Air (ASTM C31) (ASTM C231) FIELD DATA ASTM C39 and C109 Actual 62°F NR Slump (ASTM C143) I Sample(s) Rec'd: t Pourable 09/08/06 Placement Location and Notes: Mix Proportions: Ingredient Required Strength (fc): 4000 psi @ 28 days Weight (per cu.yd) lbs lbs Repair for a void in the column (level 2 - 3) at building line J/4. Samples were cast at 9am. Burke 621 Grout was batched on site to a pourable consistency. Date Made Sample * Lab a 09/07/06 ' L 0093 . 6902 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09115/0-67 8 2 x 4 ;L4230 4230 1.99 7' 3.11 1360 ` Type 4 . " 7990 i I Type 4 1* j 09107/06,; 0093 6903 l 10/06/06 29 0093 J 6904 ' 10/06/06 L09/97/06110093 LZ07 03 10/06/06) 29 1 L 2 x 4 Remarks: 09/07/06 29 j Ii 2x4 I 24590 l! 1.98 L3.08 L2x4 26410 I 1.9E Inspector(s): Robinson, T. Tested by: Gordon, M. 3.08 8580 L Type 4 27720; 1.98 i L3.08 j L 9000 Irtype 4 Reviewed by: Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form a150, Rev 3, 7-0 MAYES OCT 0406 TESTING ENGINEERS, INC. cvMMU alf MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 104 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-19-06 Weather: Showers Inspection: Resteel and Tendons Samples: N/A Everett Office 917-13401 Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.594.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and continued inspection of resteel and tendons for the level 3/zone 3 PT slab. Corona is continuing to install beam resteel and tendons and is starting on bottom steel. Work in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: / / J cc: Patrick Bums, Westflefd America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 103 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: OC '��O Q T6100 o�,pMo v y�, ?�08 SOUTHCENTER MALL PARKING GARAGE A �' 633 Southcenter Mali Blvd 'T Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-18-06 Showers Concrete and Resteel (4)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.93$0 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel and observed concrete placement, Inspector Le monitored and sampled 30 cubic yards of Cadman Concrete Mix #631081R (5,000 psi at 28 days for the shearwall / 4,000 psi at 28 days for columns) for the shearwall (level 2-3) at building lines: A -B.3/6. Columns (level 2-3) at building lines: B, C, D, E, and F/2. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6". Started inspection of resteel for the level 3/zone 3 slab at lines: F.7 -N/1-3.8. Work in progress. Observed #5 dowel installation, assisted by Inspector Le, at lines: A/2.3-4. Holes were drilled to the proper depth, well cleaned, and then dowels installed using Simpson Set 22. E -Mail conformation from Brian MacRae accepting elongations (and giving permission to cut tendon tails) from the stressing of PT tendons for the level 3/zone 2 slab. This reconciles the non-conformance from Inspector Robinson report of 9/15/2006. CORRECTIVE ACTIONS TAKEN: Engineer approved tendon elongations for level 2/zone 2 tendons. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTORS: Tom Robinson Quang Le Reviewed by: .113 Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) /71104, OCcorna T �!` Y1'OSuite E-2oo29 S. Tacoma w ay QtO40M?' 04149 Tacoma WA 88499 ph 253.584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 61 °F Rain Concrete Cadman 667571 631081R Initis! Storage Tem (ASTM C31) 75°F WaterlCement Ratio: P. FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR NR Slump (ASTM C143) I Sample(s) Rec'd: Project No: T6100 Issued on: 09/26/06 Sample Set ID: 11978 Permit # (s): D06-072 Original: r/l Revised: 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash HRWRA MRWRA Cement—Type 1& II 0.397 6" 09/19/06 Required Strength (f c): Weight (per cu.yd) 1,467.0 lbs 421.0 lbs 1,380.0 lbs 238.0 lbs 86.0 lbs 10.1 oz 28.4 oz 514.0 lbs I Placement Location and Notes: 5000 psi @ 28 days Shearwalls (level 2-3) at building lines AB.3/6. Columns (level 2-3) at lines 8, C, D, E, F/2. Cast at 5 cubic yards at 7:00am. Date Made Sample # 1 09/18/06 1 1 0103 11 09/18/06 I 10103 11 1 09/18/06 11 0103 11. 09/18/06 11 0103 11 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 7259 11.09/25/06.11 7 i L 4x 8 11 59840. _I 14.02 1112.69 ; 4710 7260 11 10/16/06 11 4_x_ 4._x 7261 1I 10/16/06 11 28=i C 4 x 8 7262 11 10/16/06 11 28_} [ 4 x 8 Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. 7-11:0.,P0 o_Oo I I 6.o0 11 11. 11 0.00 II. 0.00 ;! 1 I . o.00 I1 0.00 ;1 t Failure Code NA NA NA NA Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 8150, Rev 3, 743 oar colt op MAYES TESTING ENGINEERS, INC otyoMM0 0 ZpO8 Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : 54°F Cloudy Concrete Cadman 666898 MixDesign ID : 661281 Sample Temp. -Initial Storage Temp. (ASTM C1064) (ASTM C31) 71 °F :Water/Cement Ratio: 0.383 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 09/22/06 11969 Permit # (s): D06-072 Original: Revised: FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: NR ,r -Slump (ASTM C143) 6.5" Placement Location and Notes: f Entrained Air (ASTM C231) NR Sample(s) Rec'd: 1 09/15/06 1 Li Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (f c): 5000 psi @ 28 days Ramp slab (level 2-3) at lines C.4 -F.7/3-4. Cast at 15 cubic yards at 12:30pm. Weight (per cu.yd) 1,436.0 lbs 415.0 lbs 1,352.0 lbs 251.0 lbs 106.0 lbs 549.0 lbs 40.4 lbs COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09114106 0102 � -- � 7227 09/21/06 "_L_7-_! 4x 8 73330 iL4.01 !; 12.63 L 5810 09/14/061 ! 0102 i 7228 10/12/06 i [ 28 4 x 8 _ r j 10.00.J E 0.00 j L09/14/06 10102_ F7229 10/12/067 L28_ J [ 4 x 8 ,J � P000 0.00 L 7 NA J' 09/14/0611 0102 j [230 _ . 10/12/06Jr _ 4 x Fi' ! -I� 0.00 -II 0.00 JE i iL NA Remarks: NA i l NA Inspector(s): Robinson, T. Reviewed by: , Tested by: Gordon, M. #r- i J Sanborn f Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor: "..C674"&„„ Tacoma t�C,' 010029 S. Tacoma Way 0 1 Suite E-2 ` - CO ? 0 Tacoma WA 98499 �_... _ p� e.MM O Sr ph 253.584.3720 CONCRETE LABORATORY TEST REPOR1.,f fax 253.584.3707 Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 73°F Water/Cement Ratio: 72°F Partly Cloudy Concrete Cadman 665968 581081R Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 Actual NR Slump (ASTM C143) 0.437 6.5" {Placement Location and Notes: Entrained Air (ASTM C231) NR Sample(s) Rec'd: J 09/13/06 Project No: T6100 Issued on: 09/20/06 Sample Set ID: 11938 Permit # (s): D06-072 Original: Revised: n Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement -Type 1 & II HRWRA MRWRA Required Strength (f c): 4000 psi 28 days Weight (per cu.yd) 1,472.0 lbs 467.0 lbs 1,386.0 lbs 240.0 lbs 78.0 lbs 471.0 lbs 13.0 oz 20.3 oz Set VI: Columns (level 2-3) at building lines A, B/3, 4; B, C/5; C, D/6. Cast at 5 cubic yards at 1:OOpm. 10 gallons of water added onsite. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/12/06 11 0100 IF 7102_ 09/19/062 ! -7-11 4 x 8 58070_ [4.01 j F12.6311- 4600 j L NA [09/12/06_1 0100_ T 7103 i 10/10/06 L28J � 4 x 8 ; ! j 0.00 _ 0.00 ? L j . NA (09/121061 0100 7104 1' 10/10/06 j 28 j 4 x 8 '! ro.00 r o.00 L ] NA ' • 09/12/06 l L0100 j 7105 10/10/06 [ 28 j 4 x 8 j! j l 0.00 O. oo I[ � l i NA Remarks: Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: �,. De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : 10029 S. Tacoma Way co �. Suite E-2 O Mayr 000- Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT ) fax 253.584.3707 Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 70°F Partly Cloudy Concrete Cadman 665864 661281 Sample Temp. ' Initial Storage Temp. (ASTM C1064) (ASTM C31) 71°F NR Water/Cement Ratio:1 Slump (ASTM C143)1 0.394 l 7' Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 09/13/06 Project No: Issued on: Sample Set ID: T6100 09/26/06 11937 Permit # (s): D06-072 Original: 'di Revised: + 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 416.0 lbs Fine Aggregate 1,355.0 lbs Water 257.0 lbs Fly Ash 105.0 lbs HRWRA 39.9 oz Cement—Type I & II 548.0 lbs Required Strength (f c): 5000 psi @ 28 days Set V: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Columns (level 2-3) at building lines E/F/6; D, E, F/5. Cast at approximately building lines G/5.8 at 404 cubic yards at 10:15am. 10 gallons of water added onsite. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab 0 Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/12/06 11 0099 11 7098 11 09119106 .11.7_] r 4 x 8 11 67770 _1 1.4.01 11 12.63 j 5370 NA 09/12/06 + 1 0099 11 7099 1.10/10/06 11 28_] L_4 x 8 11 _ 1( _0.00 1 [ 0.00 1 NA 09/12/0611 0099 11 7100 1 10/10/00.](28.1 C__4 X8 if 11 0,66-11 0.00 1 NA 09/12/06 f 0099 11 7101 1 10/10106.1[_28.1[ _4 x 8 11 i[ 0.0Q 1; 0.00 NA Remarks: Inspector(s): Robinson, T. Ferrell-Wyma Tested by: Simmons, N. Reviewed by: Dennis Sanborn Branch Manager 4 NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form N150. Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: TD 4 c 10 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JIM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 71°F Water/Cement Ratio: 0.387 66°F Partly Cloudy Concrete Cadman 6658141 661281 Initial Storage Temp. (ASTM C31) NR lump (ASTM C143) L 7.5" Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR r Sample(s) Rec'd: • 09/13/06 Project No: Issued on: Sample Set ID: Permit # (s): Original: y/ Revised: Tacoma 10020 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/20/06 11936 D06-072 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (f c): 5000 psi @ 28 days Weight (per cu.yd) 1,433.0 lbs 415.0 lbs 1,351.0 lbs 254.0 lbs 107.0 lbs 549.0 lbs 40.0 oz Set IV: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines G.5/5.3 at 318 cubic yards at 9:OOam. 10 gallons of water added onsite. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/12/06 i L0098 1! 7094 09/19/06 ll 7 r 4 x 8 72860 [ 4.01 I 112.6 5770 ]'L NA ' r 0098 7095 10/10/06 F28 ]! 4 x 8 1; ram [ 0.00 IL i i NA [09/12/06 I j 0098 7096 il 10/10/06 L28 IF 4 x 8 7111 o.00 1 0.00 L j L NA [09/12/06 i 0098 17097 10/10/06—lir-IC 28 1 4 x 8 ! r 0 00 1 0.00 Jr 1 NA j• Remarks: 09/12/06 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording geld temperature Information In this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JIM Construction Project No: Issued on: Sample Set ID: racoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/20/06 11935 Permit # (s): 006-072 Original: id, Revised: El Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : ISample Temp. (ASTM C1064) 62°F Partly Cloudy Concrete Cadman 665742 661281 Initial Storage temp. Entrained Air (ASTM 031) {ASTM 0231) FIELD DATA ASTM C31 and C172 Actual 71°F NR Water/Cement Ratio: ; Slump (ASTM C143) 0.386 7.5" Placement Location and Notes:1 NR Sample(s) Rec'd: 09113/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 415.0 lbs Fine Aggregate 1,348.0 lbs Water 255.0 lbs Fly Ash 106.0 lbs Cement—Type I & II 552.0 lbs HRWRA 40.6 lbs Required Strength (f c): 5000 psi @ 28 days Set HI: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines M/4.9 at 233 cubic yards at 7:30am. 5 gallons of water added onsite. Date Made Sample # Lab # i 09/12/06 ; 0097 I L7090 COMPRESSION TEST RESULTS (ASTM C39. 01231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code r09/12/06 11 0097 11 7091 09/19/06 I L71 L 4 x 8 ; 79400 1 10/10/06 28 x 8 ' L09/12/06 1I L 7092 I 09/12/06 I [00971 7093 Remarks: 0097 10/10/06 I r28 4 x8 11 _ 10/10/06 28 1F4 x 8 I 4.01 12.63 ; r 6290 11 NA j • L o.aol La.00 1 0.o00 0.00 0.00 inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: v- Dennis Sanbom Branch Manager NA 1* NA i' NA_. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C41, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form 0950. Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: O0r o4'Ei VFD 2nA Grvr D F (VIViry CONCRETE LABORATORY TEST REPOR' Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/20/06 11934 Permit # (s): D06 -Q72 Original: ,% Revised: [] 54°F Partly Cloudy Concrete Cadman 665703 661281 Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 70°F NR rWateNCement Ratio: f f Slump (ASTM C143) FIELD DATA ASTM C31 and C172 Actual Ent(ASTM NR Sample(s) Rec'd: 0.384 8" 'Placement Location and Notes:' 09/13/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement -Type 1 & II HRWRA Required Strength (rc): 5000 psi @ 28 days Weight (per cu.yd) 1,437.0 lbs 414.0 lbs 1,353.0 lbs 254.0 lbs 107.0 lbs 554.0 lbs 40.9 oz Set 11: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines G/4.3 at 115 cubic yards at 6:15am. 10 gallons of water added onsite. Date Made 09/12/06 [09/12/06 109/12/06 j 09/12/061 Remarks: Sample # Lab COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (n) Load (lbs) Dia (in) 0096 11 7086 .' 09/19/06 0096 7087 ri 10/10/06 0096 7088 [ 4 x 8! 75560 4x8 ]j 110/10/0610/10/06 7 I 11 28 L 4x8 i? 1-161 4 x 8 f 0096 7089 10/10/06 Surface Strength (psi) Failure Code 1' • 1 4.01 1 12.63 ; L 5980 0.00 r 0.00 l 0.00 1 0.00 i 0.00 j 0.0-671 NA NA j NA H NA 1r Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MrE Form •150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED OCT 0 4 2006 DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/20/06 11933 Permit # (s): D06-072 Original: --; Revised: n Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 665695 661281 Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. 1 Entrained Air (ASTM C31) (ASTM C231) 70°F NR NR Slump (ASTM C14311 f Sample(s) Rec'd: Water/Cement Ratio: 0.457 7.25" ,Placement Location and Notes 09/13/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Cement—Type I & II HRWRA Required Strength (f'c): 5000 psi @ 28 days Weight (per cu.yd) 1,436.0 lbs 413.0 lbs 1,352.0 lbs 252.0 lbs 552.0 lbs 40.4 oz Set I: Level 3/Zone 2 slab at building lines: F.8 -N/3.8-6. Cast at approximately lines J/4 at 54 cubic yards at 5am. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and CB17 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 09/19/06 7 J 4 x 8 L80290 1 4.01 12.63 ; 6360 10/10/06 28 4 x 8 1 o. oa 1 E00 4x8 iL 10/10/06 28 4x8 1! j 0.00 1 09/12/06) L0095 L 7082 L09112/06 0091_7083 L7083 09/12/06 1 r0095 (_0sn2/06J� 0095_ 7085 17084 ; i 10/10/06_11_28 J t 0.00_1 Remarks: Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 0.00 Failure Code NA ' LNA J NA 1* NA 0.00 1r Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except 0-31,10.1.2 -'recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RF:CEIVED Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 C[irrurrUNi ph 253.584.3720 fax CONCRETE LABORATORY TEST REP°per 253.584.3707 OCT 0 4 2006 Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: n T6100 09/22/06 11744 D06-072 64°F Cloudy Concrete Miles 151cd104 l51cd10 Initial Storage Temp. (ASTM C31) j Sample Temp. (ASTM C1064) 75°F Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR NR Slump (ASTMC743j r r—Sample(s) Recd: 0.365 6.5" Placement Location and Notes: 08/25/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,447.0 lbs Coarse Aggregate 3/8" 493.0 lbs Water 209.0 lbs Cement—Type I & II 572.0 lbs WRA 22.9 oz WRA 33.8 oz Required Strength (fc): 5000 psi @ 28 days Set IV: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Column (Level 2-3) at building lines: G14 Garage B. Cast at 10:00 am at 315 cubic yards (represents concrete near lines F/5.8) (Permit# D060-073) Shearwall Foundation at building lines: A14.3-5.8. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface [ 08/24/06 , P0083 1L6322 43/24/06 l L.0083 ,1 6323 F08/24/06] 0083 P6324 08/24/06) L0083_1 6325 Remarks: L08/31/06 _177-1 4 x 8 I 09/21/06 L28 jr 4 x8 09/21/06 j[28 L4 x_8 = 09/21/06 [ 28 11 4 x S Inspector(s): Robinson, T. Le, O. Tested by: Gordon, M. Strength (psi) Failure Code 5407C _ 4.011; 12_63 1 i 4280 [< NA 70620 1r 4.01 I[ 12.63 L 5590 L NA " 71075 14.01 1 L 2_63 L 5630 !L NA !" 7053011 4 01 ! L12.6317 5580 ' 1 NA l ' " Reviewed by: z ASanborn ( Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 -'recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 1150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: _:I Revised: Tacoma 10029 S. Tacoma Way Sulte E-2 Tacoma WA 98499 ph 253.584.3720 • fax 253.584.3707 T6100 09/22/06 11743 D06-072 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64°F Cloudy Concrete Miles 151cd103 151cd10 Initial Storage Temp. r Entrained Air Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual (ASTM C31) (ASTM C231) 76°F NR Water/Cement Ratio: 0.371 NR I Slump (ASTM C143) ' r Sample(s) Recd: 6 1/2" Placement Location and Notes: 08/25/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Cement–Type I & II HRWRA MRWRA Required Strength (f c): 5000 psi @ 28 days Weight (per cu.yd) 1,447.0 lbs 490.0 lbs 1,407.0 lbs 210.0 lbs 566.0 lbs 23.0 oz 34.0 oz Set III: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Cast at 8:50 am at 234 cubic yards (represents concrete near line 8/5.3) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 08/24/06 I 0082 1 6318 'L 08/31/06 _11 _7 11 4 x 8 f 58970 11 4.01 11 12.63 1 4670 I NA 1" 108124106 11 0082 6319. 09121/06) 28 4 x 8 [ 74460 11 4.01 j 12.63) [ 5900 NA " 08/24/06 IL 0082 J f 6320 09/21/06 28_1r 4 x 8 j 69990 11_4.01 1712.63 5540 NA 1* 8124106 0082 1L6321 09/21/06 f 28 1 4 x 8 1-69525 ! 4.01 .1 12.63 IL 5510 " Remarks: Inspector(s): Robinson, T. Tested by: Gordon, M. Le, Q. Reviewed by: Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA MTE Form t150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: R% O cUf O �1 CONCRETE LABORATORY TEST REPOIA 4 Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/22/06 11742 Permit # (s): D06-072 Original: '�i Revised: LI Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 75°F Water/Cement Ratio: 0.369 62°F Cloudy Concrete Miles 151cd102 151cd10 Initial Storage Temp. (ASTM C31) NR rSlump (ASTM C143) FIELD DATA ASTM C31 and C172 Actual Entr(ASTM) NR Sample(s) Recd: 5" Placement Location and Notes: 08/25/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,447.0 lbs Coarse Aggregate 3/8" 494.0 lbs Fine Aggregate 1,397.0 lbs Water 209.0 lbs Cement—Type I & II 566.0 lbs HRWRA 22.9 oz MRWRA 33.8 oz Required Strength (f'c): 5000 psi @ 28 days Set II: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Cast at 7:30 am at 143 cubic yards (represents concrete near lines E14.8) Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code [ 08/24/06 i 0081 6314 08/24/06 -1L0081 1 6315 08/24/06 0081 I 6316 f 08/24/06 J L 0081_ 16317 Remarks: 08/31/06 7 4 x 8 i [_67805i L4.01 11 12.63 09/21/06 ( 281 r 4 x 8 79795 I I4 4.01 09/21/061 28_1 L_ 4 x 8. J 80065 I 4.01 I 09/21/06 28 4 x 8 80105 ! 4.01 j j 12.63] 12.63 12.63 Inspector(s): Robinson, T. Le, Q. Tested by: Gordon, M. Reviewed by: s Sanbom Branch Manager I 5370 L 6320 IL NA NA 6340 NA 6340 IF NA 1 • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 10150, Rev 3, 7A MAYES TESTING ENGINEERS, INC 0r. r 0 ;wit. 4 oas CONCRETE LABORATORY TEST REPO4T47. Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction 62°F Cloudy Concrete Miles 151cd101 151cd10 FIELD DATA ASTM C31 and C172 Actual 1 Sample Temp. Initiat Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 71°F NR NR Water/Cement Ratio:!Slump (ASTM C143)j Sample(s) Rec'd: 1 0.369 6 1/2" 08/25/06 Placement Location and Notes: t Set I: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. concrete near lines C/4.2) Project No: Issued on: Sample Set ID: Tacoma 10929 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584,3720 fax 253.584.3707 T6100 09!26106 11741 Permit # (s): D06-072 Original: ✓I Revised: I Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Cement -Type I & II HRWRA MRWRA Water Weight (per cu.yd) 1,447.0 lbs 487.0 lbs 1,399.0 lbs 567.0 lbs 23.0 02 34.0 oz 209.0 lbs Required Strength (f c): 5000 psi 28 days Cast at 5:55 AM at 40 cubic yards (represents COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 1 08/24/06 11 0080 _11.6310 11 08/31/06.11 7 11 4 x 8 .11.6620_0..1 L_ 4.01 11 12.63. 11 4770 108/24/06 11 0080 11 6311 11 09/21/06_.1 r 28_ j r 4x_8 II 68975 11 4.01. 1 f . 12.63. 11 5460 108/24/0611 0080 11, 6312 11 (39/21/06_.11 28_1174 x 8 J 1.69305.11 4,01..11 12.63 11 .5490 08/24/0611 0080 l 1 6313 11 09/21/06 11_28-_11 _4 x.8 __ f f 71915 11 _4.01 11..12.63 11 5690 Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Gordon, M. Reviewed by; ' / s Sanborn ( Branch Manager 11 NA NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. r. PATE Form 4150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 102 Owner Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-15-06 Showers Stressing PT Tendons N/A SEP J�' Everett Office �' v sett WA98204eet M�DE ph 425.742.9360 2 s 7006fax a ofc 7 Tacom A 04V MQ�IdU►ViE�j,irr 10029 Suite S.E-2 Tacoma Way Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived on site and observed stressing and measured tendon elongations for the Level 3/Zone 2 Slab. There were four tendons in the beam at lines L -N/5 and one tendon in the beam at lines L -N/4 that were not within the plus 7% -Minus 5% tolerance. See attached PT Tendon Stressing Record for individual tendon locations and elongation results. NONCONFORMING CONDITIONS: See the body of report. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: Aar nnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED SEP 2 B 2006 COMMUNITY MTE NO: T6100 DEVELOPMENT PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 101 Owner. Architect: Engineer Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-15-06 Showers Stressing PT Tendons N/A PT Tendon Stressing Record Summary LP-veil/20=2 The following tendon elongations do not meet the required + 7% to —5% tolerance: #228, #229, #231, #235 by minus 1/8" (beam L -N15) #216 by minus 118" (beam L -N/4) All other tendons meet the required elongation. NONCONFORMING CONDITIONS: See above. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 INSPECTOR: Tom Robinson is Sanborn, Branch Manager 0 CO CL 0 V w CC Q1 en 0 C CO) 0 : C V1 Q.T 0 C 0 U � U 47 O rg C E j , E r co no Specified Concrete Strength: 30,m lamr Gauge Pressure: Second End w LL E 0 4 .fc fa 2 K1 ti "./.) ` w ` p cry f i r..\? N i O n 0 b r rn w m n C d 0 0 Ts: 0 0 17 w 0 Id Comments 1 5 1 - b a , _..,,,.......... --._•-_- _ ....... c LLI c 0 ; 0 , 0 I < T., Mark A • . Gross A --7."-%-k,......„,,. ___ r First End 1 ---.• :";`- ' Itk --...,.. •-.., "..•-• -,_ --... ...,..4.` ',-,4, .Z.- r i tic ,.., be, 1 I, ---- .......... 1 -----.3' ,..-.) .......4 .......... . ......... .3L C'T'. 2 .1.•` . ..a', 1 (i.S • c..., L) t...') "........ c.:. () (:••:j ...._ , ft. - ' t....Z$ ‘-- .-1 ''' . . ....'• .' ' . `..''7 ... • C:.:j . .. •ft.' :•?..:' -,.?..F ....7A'.- . .. .. C.> C. ...".ft, "..,.... `1.1.0 „ _ (...1`, ..."•• -. 1 .:,. •.‘..‘L;-. ., (A VI , . -- '• ...„46 ett-''' • 'I ".....'• o, --.. • -A C.C.+, ''"" F1 ' r ', --.'",••: I,) -2-,--.4 .„., ____NI ••-....bQ,. C, Lt. -47 0 -...... k < 73 z r; 4- ---t-„: •::AN.11'<--- ti7 • ..._ ..--,. ...). ........ •-....., —...... ---... ".... , V,J ....„I..)C kf,,) ^,*-`L, -.' 3:',"- -...., -,....„ ,...., ....., ........ N.:. ••••., •-,..., ."' ' - , - .—., ...... —....., ...., --- -- p...git,".10 .-. FA._ ..,._. - eli c....) ....... ........._ ---.,. --.„.' -..,. .....- ....- .......—„ ---- '—'"' C 0 .......g........."......'... ....m. ,...„....„, 1 .,........ -....14.— 0.41. r ..1 4 . A 1. , .. „. ..,., C .0 0 .." V U.. .1. „.............,•••••1......••••.0.••••••- yorm................. ---e........ ,..„. , „..., .- ...ow., ---.> 1- -, .4. r 0 0 0 C .... CI; ... ki r.) u c (.7 ..- 'N.. ...,„, ...... N ..„ • en .4`..1 I ---=_,_ A.1 Unbonded Post -Tensioning Stressing Record, continued cE Mr! F�n•�Y 1'�1.fnv ;,7 Comments is v-Yr,�..r,.� -- m a \.,47 Q ^^ ..,_ r r._ Second End z Mark A - � 0 y First End -< --C-.)i ----- ---: ---- C:Lj iz: ...... ca ,-,). ‘d.) 1 ,-). "• - :: ...Sti 1�C: map -Au s�'x ,'„'- %>- { G N` q N N\ KCI + ~` r\; f J N q N Il c r' _1 g N N VJco N � ti`s r-- Toferances 4f� r ` ti > .,:a-• M t7►, .��,-'. i7p '� _� � n �} as moi`_ c. .c tz . ism= O p 1111. 1 Sequence No. Mr! F�n•�Y 1'�1.fnv ;,7 iu U �f Unbonded Post -Tensioning Stressing Record, continued F: r h:r(t ft tit, g;tsi I t.r U *".%"•.`\ 1. -4- S Second End 1 ► w � c] First End < z \ ,f -,. in - +�r in �•. t'� ,,j M N rt�C hiii- N rJ ;'• �1 Ni M n� ill rpt N e�a N Mark b C� - ti. O — `. �� C� CC.. � CO, c c; �- ".. -- r 1 y 1f - M ri 1 h1 — '� -� ' �. �� w rr1 -� rJ r! 1, - rn f.l' �i � -� r� • M a L. "/iv' j M l'n Al r‘) �� N N t\\ rA M Ni (V\ n1 Ni 'AN- * tom` Tendon Length { = C6' k� / r n`y 1t ) N4 R 4i \ r yI Ni N. /'w j N F: r h:r(t ft tit, g;tsi I t.r Unbonded Post -Tensioning Stressing Record, continued N c a U C.0 1 M g a rye, tr) a t is � C W 0 N q a: I Mark A 4 N v C rHrstEnd " L N -....,_D• J �� ...� r N \). N\ v AI i ' r\1 ��-• "t r'-1 —s `s i -••�- .', ,,s •� �e , Q . f0 1/ j < tr -zf, T4c.. 4-- .-::1". i+,c- HZ't' ...:4 -•-,t ...- L �#'. •• ri� 44 1 N N N N'�rvNi INI 1 o :- N1 a r ----:-. -ii - • � r- -r Lt - L - \ 6 • 744 0 Gi a Unbonded Post -Tensioning Stressing Record, continued Second End c I UV ►Eli fi�`. kE t w `' -� t. 44 rry z Mark d 1 ...41011 1H14i■ `��nl ►}n�I\ sti ti c:23 Q. r . {., ` © !� \ Jr ` on . ice. _J 1� Mf ' SI "� �_ A .. \gyp Vi'TC .- ,.. 1 .., .. .... �..-..►.��. _-_ -., _.�....., r.....«.... r...�n,rw„� �t _ _ `7� 1 +'1 1' /CIA , NI. w ". N''w.. 4 ‘2 V.,' M" ,, II r. c Unhonded Post-Tensioning Stressing Record, continued V ACC Second End ro w z r„r 2 Gross A 1 Mark A N 4 N . ��— L: , .e 21111 1111111 11, .17,', Malle 0: C co pi L: Unbonded Post -Tensioning Stressing Record, continued z Comments NI lir t • -,-. r 13C Q U CA Q z . I� ff} Mark A r- z Gross t - I First End Z Q I-- 1 \,)V ,.� O O O i 1 0 Mark d liZ CZa ` I 1 I J0. ti 14`3 i•.4 Ni aq 1 I,0 4 r,i ry T\1 • N Tolerances /AP .4 am Actuat A 1,Ng��4�o�o h. g,goo obi U ... s Tendon Length All AP c 1-t - mai! ice`if' ... �-- _-1......,-, �'z4. "- --�•-`4 •.. ay~ ry - .. - .. Sequence No. V I"' N to " , n ly t,- 4 iiv, 14 !r A >`-‘,4 i Y ct 4 Second End { z U C c -44 0 I Tendon Length ,. 1111.111111 MEM c Sequence No. (- it 111.'. 2 Unbonded Post -Tensioning Stressing Record, continued in a c'4.. E o ‘ - , t t ;to .. Second End ti z......-- 1-- - < - -• rI ,..m.-.....-.4 0 C_ — — - First End < 17., .... 75- ....... SI rl C.3 el6 .-, pic- =::- --...., , .. _. ,...i. •,..i)i, -4:1-.:,4 -. --,',.. t.'). .....4 r `. -"Z;`• "k * Cr --, 4 < . el — J • r. . . , Z) 4.... tZ> 11.... 1:Z ....., ...._--1 --- ---- --, --- ..... Gro sn f --a- L;? (..z., C" N., , ..,.... ITV ( *i--- v.'. r\1 1.-•-• 1.,) -?4 r\; N ..: c\J .....-- i\JSZ ,_: k -Z---- --.. F..... '-..-----4.- NI N)} i\,) N IN i 5 -:•:" CA I t ,•, ;.,, ' " ' 1,',- - — — -;* -1,-' I < 2.a:" , ....1 •••t ..,:t`',. IZI, 6 44c) -.?. ...., -_, - '42,, Co :' (1- •--. 40 ‘:1,7: '-**--: "*"- cy- :. 4C5- '-z\ 4.6o 1",z a- „.., ...k ..,\ cs-- (- ....., Q. ...„ tx. 4, < L: r .... ..... . ....... 1 Tendon Length ... ..._•--- - i tA c- - -- ________ i ct) ........ ....., ''' (so ....... N eic -..„..1 in t)t 4c, ...„,_ -...., 00 ...„. r', ski 00 ....„, N., , ....., CP, Itt,. 4,1 Unboncled Post -Tensioning Stressing Record, continued 0 E 0 U Zlibbillast.... N i! d Pft° v _r_ Second End 2 t rr%, Cl, ti y C1 N N N N fv N N 0 a N (r 3 N N 4.14 ww ;; 1V 'V G { 0 7 r yr Z y r 4 . u 440 t .14 tf7t }I=*h , + R... 7, t, III 2. )'''' '‹, l ‘. tit., om. ....INN') --;-"` r.,-.' Second End �1 i <, z ti UIH Fi[rstEnd z N NN N N N N r> r\11\4 N t-4 N N) NI NN I Mork A r. rJ mow. : r� .,„.1-1.,: , _ r = rel--r---- ''4 ❑ a -z t,1 (A N 4c, NI, 1. ! �k\I N NC k, ':4, a,•k (`)t\ , �-tisk ' 1-.1 r o N i N o'��c+++ 1 C L A' tit r �,4 U to Hi' f N., �' - v t -� ! j%4 tf7t }I=*h , + R... 7, t, III f,) Unbonded Post -Tensioning Stressing Record, continued asuMC ENOWEENS, INC w Comments l ..i.il 4 US c 0 a 01") Z f _ 2 C � i - 1 First End ` rrl Actual A N�� f Tendon Length 0.ifl; k Sequence No. w MAYES TESTING ENGINEERS, INC. BSEP 2 6 2005 COMMUNr t 47 MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 100 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 9-14-06 Weather: Cloudy Inspection: Concrete, Resteel and PT Tendons Samples: (4) 4 x 8° Evereft Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma. WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and picked up field cure cylinders from the level 3/zone 3 placement and transported to the MTE Tacoma lab for compressive strength testing prior to stressing PT tendons. Compressive strength results were 3,420 psi (Set#1 FC) and 3,470 psi (Set #2 FC), which exceeds the 3,000 psi required to stress tendons. Inspector Robinson performed final inspection of resteel & PT tendons and observed placement, AAR Inspector Tim monitored and sampled 41 cubic yards of Cadman Concrete Mix #661281 (5,000 psi at 28 days) for the PT ramp slab (level 2-3) at building lines: C.4 -F.713-4. Spoke with Brian MacRae (CPL Structural Engineer) during his site visit to inspect the ramp slab. Brian stated that he found no incomplete items during his inspection. Resteel and tendons are acceptable. Concrete was properly mechanically consolidated. It was decided to put off the stressing of level 3lzone 2 tendons until tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson AAR INSPECTOR: Tim Reviewed by: / , nis Sanborn, Branch Manager cc: Patrick Bums. Westfield America Mike Napolitano, JTM Construction Marlin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 99 Owner: Architect: Engineer. Contractor: Date: Weather Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-13-06 Partly Cloudy Concrete, Resteel, Masonry, and PT Tendons (4)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel, observed and sampled 22 cubic yards of Cadman Concrete Mix #631081R (5,000 psi at 28 days) for the shearwall (level 2-3) at building lines: N14.8-5.2. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6". Started inspection of the PT Ramp Slab (Level 2-3) at building lines: C.4 -F.7/3-4. Work in progress. Started PT tendon stressing paperwork for Level 3/Zone 2 Slab in preparation to stress tendons tomorrow morning. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: E cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 98 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAQc 633 Southcenter Mall Blvd LJ1, trZo Tukwila, WA SEP 2 D06-072 OM 61005 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction COM VP4 f r 9-12-06 Partly Cloudy Concrete, Resteel, Masonry, and PT Tendons (24) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel & PT tendons and observed concrete placement; Inspector Ferrell -Wyman monitored and sampled 449 cubic yards of Cadman Concrete Mix #661281 (5,000 psi at 28 days for slab/4,000 psi at 28 days for columns) for the level 3/zone 2 slab at building lines: F.8 -N/3.8-6. Columns (level 2-3) at building lines: D, E, F/5; E, F/6. All incomplete items noted on Inspector Robinson's report of 9/11/06, and items noted on Brian MacRae (CPL Structural Engineer) PT Slab Site Visit Report 6, were completed. Cast three sets of four 4 x 8" cylinders and two sets of six 4 x 8" cylinders (which include two field cure specimens). Test results: Set #1 Slump 7 %"; Set #2 Slump 8"; Set #3 7 W ; Set #4 Slump 7'/' ; Set #5 Slump 7". Concrete was properly mechanically consolidated. Inspector Robinson performed final inspection of resteel, observed and sampled 16 cubic yards of Cadman Concrete Mix #581081R (4,000 psi at 28 days) for columns (level 2-3) at building lines: A, 8/3, 4; 8, C/5; C, D16. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6'/:". Inspector Robinson performed final inspection of resteel, and observed placement of 10 cubic yards Stoneway Grout Mix #7034 (2,000 psi at 28 days) for the first lift of 8" CMU walls at H -K/3-4 (rooms under main level ramp), and the second lift of 8" CMU walls at lines: M.3 -N14.8-5.3 (mechanical rooms). Grout was properly mechanically consolidated. No samples taken today. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: i cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction (. Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Tom Robinson Ron Ferrell -Wyman is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJ ECT: Address: PERMIT NO: Page 97 Owner: Architect: Engineer Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-11-06 Partly Cloudy Concrete, Resteel and PT Tendons (4)4x8" Everett Office 7 -134th Street SW ite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel, observed and sampled 21 cubic yards of Cadman Concrete Mix #631081R (5,000 psi at 28 days for shear wall, 4000 psi at 28 days for columns) for shearwall (level 2 —3) at building lines G -J11; and columns (level 2 —3) at building lines G, H/3. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 5'/,". Continued inspection of level 3/zone 2 slab at building lines: F.8 -N/3.8-6, which is to be placed at 4am tomorrow. Reviewed Brain MacRae (CPL Structural Engineer) post- tensioned slab site visit report #6 for incomplete items. At 8pm reviewed the incomplete item punch list with Lou (Corona Steel Foreman). The following area items to be completed tomorrow prior to concrete placement: 1. Install curb dowels on N line and 6 line. 2. Install slab dowels at shearwall 4 per detail 20 S3.8. 3. Complete installation of top bars at slab edge (4T20) along N line from 4.2-6 per S2.2A bar legend. 4. Install embeds at stairwell between K -L15.7-6. 5. Complete resteel from F.8 -N/5.5-6. 6. Chair resteel for clearance at various location through out placement. All other work was completed prior to end of shift. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napotitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: ( IN ECTO ' Toni Robinson ./C is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. 11111MEMEENSMr.f.=== 77.77-777---,r7 MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mail Blvd Tukwila, WA PERMIT NO: D06-072 Page 96 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 94-16 Weather. Partly Cloudy Inspection: Resteel and PT Tendons Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and started inspection of resteel and PT tendons for the level 3/zone 2 slab. Corona has started installing beam resteel and tendons. Work in progress. Observed stressing of PT tendons and measured elongations for the ramp slab (2-3) at building lines: F.8 -J/3-4. Tendon elongations were within tolerance. E-mailed results to Brian MacRae (CPL -Structural Engineer) for approval. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: •C� Y. / Is Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MTE Project #: Gross A 1 Mark z 4 f2 V N Q ti U c c �� a G 4) C 1n 1 Slump (ASTM C143) I [ 7117 j MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor 1711q116rikb EtamMilat 17, EAir CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Project No: T6100 issued on: 09/21/06 Sample Set ID: 11941 Permit # (s): D06-072 Original: Revised: f Air Temperature: Weather. Product Supplier Ticket Number : MixDesign ID : 54°F Partly Cloudy Concrete Cadman 666197 631081 R Sample Temp. (ASTM C1064) 1 71°F Water/Cement Ratio: 0.400 Initial Storage Temp. (ASTM C31) NR 6" Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) i NR Sample(s) Recd: 09/14/06 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,466.0 lbs Coarse Aggregate 3/8" 421.0 lbs Fine Aggregate 1,379.0 lbs Water 240.0 lbs Fly Ash 86.0 lbs Cement—Type I & II 514.0 lbs HRWRA 10.1 oz MRWRA 28.5 oz Required Strength (fc): 5000 psi © 28 days Shearwalls (level 2-3) at building lines N/4.8-5.2. Cast at 5 cubic yards at 6:OOam. Date Made Sample 1 _09/13/06 _1 09/13/06 [09/13/06 09/13(06 Remarks: 0101 0101 0101 0101 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Size (in) Load (lbs) Dia (in) Lab t Date Tested Age 7114 7115 [ [ 7116 09/20/06 10/11/06 10/11/06 10/11/06 7 28 [ 28 28 L.4.x 4x8 4x8 4x8 Inspector(s): Robinson, T. Wozniak, R. Tested by: Le, O. 6611C [ 4.02 Lo.00 1 0.00 0.00 Surface Strength (pal) Failure Code 12.69 0.00 0.00 0.00 Reviewed by: 5210 j 1 IIFISanbom ( Branch Manager NA NA NA NA P., • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.t.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced Wthout the approval of Mayes Testing Engineers, Mc. IMTE Form 1150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC SEP 2 6 20 06 COMMUNfTy DEVELOPMENT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253484.3720 fax 253.584.3707 T6100 09/19/06 11918 Permit # (s): 006-072 Original: V Revised: El Air Temperature: Weather: Product: Supplier Ticket Number : MixDesign ID : 53°F Partly Cloudy Concrete Cadman 665209 631081R hitial Storage Temp. (ASTM C31) Sample Temp. (ASTM C1064) 72°F Water/Cement Ratio:' NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR ample(s) Rec'd: Slump (ASTM C143) 0.393 5.25" 09/12/06 ;Placement Location and Notes: IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,469.0 lbs Coarse Aggregate 3/8" • 424.0 lbs Fine Aggregate 1,380.0 lbs Water 237.0 Ibs Fly Ash 87.0 lbs Cement—Type 1 & II 516.0 lbs HRWRA 10.0 oz MRWRA 28.4 az Required Strength (fc): 5000 psi @ 28 days Shearwalls (level 2-3) at building lines G -J/1. Columns (level 2-3) at lines G, H/3. Cast at 5 cubic yards at 6:OOam. Date Made Sample # 09/11/06 09/11/06 09/11/0A] 09/11/06 Remarks: Lab # Loo94 f 7023 09/18/06 0094 1 7024 - 10/09/06 L 7028_11 10/09/06 1 7026 _I; 10/09/06 I COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Load (lbs) Dia (in) Date Tested Age Size (in) 0094 { 0094 7 4x8 11 62275 28 L?8J inspector(s): Robinson, T. Tested by: Gordon, M. 28 4x8 li 4x8 4x8 r Surface Strength (psi) Failure Code 4.01 1L12.63 0.00 0.00 LQ.00 0.00 Lo.00 Fo.4o1 Reviewed by: 7L , Branch Manager D 4930 anbom NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 1 NA 7 • NA NA NA MTE Form #150, Rev 3, 7-0 Initial Storage Temp. I (ASTM C31) MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 09/18/06 Sample Set ID: 11887 Permit # (s): 106-072 Original: k Revised: 0 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : 68°F Sunny Grout Site Mix N/A Site Mix ( Sample Temp. L (ASTM C1064) 62°F i FIELD DATA ASTM C39 and C109 Actual Mix Proportions: Entrained Air (ASTM C231) NR % Ingredient Weight (per cu.yd) lbs Ibs EARLY STRENGTH Slump (ASTM C143) Sample(s) Recd: f Af PEARS QUESTIONABLE Pourable 09/08/06 Required Strength (fc): 4000 psi @ 28 days Placement Location and Notes: Void in column (level 2 - 3) at building line J/4. Samples were cast at 9am. Date Made Sample 5 L09/0710611_ 0093 09/07/06 09/07/06 Remarks: 0093_] 0093 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Dia (in) Surface Strength (psi) Failure Code Lab it Date Tested Age Size (in) Load (Ibs) r 6902 ,' 09/15/06 l 1 8] L 2 x 4 if- 4230 6903 [ 10/05/06 J1_29_] 2 x 4 1 10/05/06 28 2 x 4 6904 Inspector(s): Robinson, T. Tested by: Gordon, M. 1.99 t3.11 0.00_j 00.001 L_0.00 1 0.00 Reviewed by: T 1360 1 [Type 4 I' NA NA anbom / Branch Manager TH APPEARS QU S ONABLE NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ATE Form #150, Rev 3,1-0 1 4.01 1 MAYES TESTING ENGINEERS, INC .1.11=1111018— Project Name: Site Address: Client Engineer Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 09/19/06 Sample Set ID: 1171 AFC , D06-072 sfpFp 26 M M ZQ�urf �ELV�r1�'%' Permit # (s): Original: RI Revised: [l Air Temperature: Weather. Product Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 73°F tWater/Cement Ratio: 0.377 74°F Partly Cloudy Concrete Miles 151cd10 151cd10 i! Initial Storage Temp. (ASTM C31) NR NR FIELD DATA ASTM C31 and C172 Actual II Entrained Air (ASTM C231) [Slump (ASTM C143� 5 1/2" Placement Location and Notes: Sample(s) Rec'd: 08/22/06 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Cement—Type I & II HRWRA MRWRA Required Strength (fc): 5000 psi 28 days Weight (per cu.yd) 1,452.0 lbs 496.0 lbs 1,397.0 lbs 211.0 lbs 560.0 lbs 22.8 oz 34.0 oz Set #1 Garage A (Permit #D6-072) top half main ramp at building lines: C.5 -F.7/3-4. Shearwalis (Level 2-3) at building lines: G -J/6; N/4.8-5.3. Columns (Level 2-3) at building lines: H, J, K, L, N, N/4: G, H, J, K, M/5: N/5.7: K, L, MI6. Cast at ramp slab at 10:30 am Garage B (Permit #D06-073) Pile caps at building lines: B, C/5 Date Made Sample # 08/21/06 0079 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) L6217 [ 08/28/06 08/21/06) L0079 11 62111J ( 09/18/06] x08/21/06 0079 16219] 108/21/067 Remarks: 0079 6220 09/18/06 09/18/06 7 28 28 28 Inspector(s): Robinson, T. Tested by: Simmons, N. 4x8 4x8 4x8 4x8 67070 77230 72305 80055 4.01 4.01 4.01 Surface Strength (psi) Failure Code 12.63 12.63 € 12.63_1 12.63 Reviewed by: —fir Dennis Sanborn Branch Manager 5310 6120 5730 6340 NA NA I -NA 1' NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form 4150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 95 Owner Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL. PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-7-06 Partly Cloudy Masonry, Resteel and Grout (3) 2 x 4" C$' Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 Tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Porttand, OR 97211 ph 503.281.7515 tax 503281.7579 MTE inspector arrived on site picked up the field cure cylinder for the PT Ramp Slab placed on 9/5/2006 and transported to the MTE Tacoma Lab for compressive strength testing in preparation to stress tendons. Compressive strength results for the field cure cylinder are 3,460 psi, which exceed the 3,000 psi required to stress tendons. Inspector Robinson performed inspection of column (level 2-3) at building lines: J/4. When the forms were removed a void that extended beyond the reinforcement was found. All loose and or non -consolidated material was removed from the void. The area was covered with bonding agent then formwork was reinstalled (with a birds mouth opening at the top for grout placement). Burke 621 Standard Grout was mixed to a pourable consistency and placed in the void through the bird's mouth opening in the form. The opening was constructed large enough to allow a small vibrator to be used to consolidate the grout in the void, to make sure the void was filled completely and no air was entrapped. Three 2 x 4" cylinders were cast for compressive strength testing. Observed Fairweather Masonry installing brick veneer covering at the shearwall (Level 1-2) at fines: N/1.7-2.2. Anchors were being properly installed to anchor the veneer to the shearwall. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson /AD Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. a���NEo 1pOfi MTE NO: PROJECT: Address: PERMIT NO: Page 94 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 1SS4 t SOUTHCENTER MALL PARKING GARAGE fe�P $.104—.1.-p 633 Southcenter Mall Blvd v� Tukwila, WA D06-072 Westfield America FS) Architects Coughlin Porter Lundeen JTM Construction 9-6-06 Partly Cloudy Resteel, Concrete, and Tendon Stressing (4)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel, observed and sampled 12 cubic yards of Cadman Concrete Mix #581081R (5,000 psi) for columns (level 2-3) at building lines: C, D, E, F/3; C, D, E, F14. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test Results: Slump 6". Completed stressing of tendons and measured tendon elongations for the level 2/zone 5 slab. There were five tendons that exceeded the minus 5% tendon elongation by 118"; all other tendons meet the required elongation. For individual measurements and location of out of tolerance elongations see attached PT Tendon Stressing Record. Results were emailed to Brian MacRae (CPL Structural Engineer) for approval. NONCONFORMING CONDITIONS: Five tendons of one hundred eighty two total were out of tolerance by 118". Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 93 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-6-06 Sunny Tendon Stressing N/A TENDON STRESSING SUMMARY: Level 2/Zone 8 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 All tendons meet the required plus 7% - minus 5% elongation requirements except as follows: • Tendons #57 and #64 (added tendons at lines A/3.8-1) out of tolerance by minus 1/8". • Tendons #166 (beam at lines A -C/3) out of tolerance by minus 1/8". • Tendons #179 and #182 (beam at line A -C12) out of tolerance by minus 1/8". NONCONFORMING CONDITIONS: Tendons out of tolerance sent to structural engineer for approval. INSPECTOR: Tom Robinson Reviewed by: i__6 Dennis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEIVED MAYES TESTING ENGINEERS, INC ISP=2120U6 Project Name: Site Address: Client: Engineer: Contractor. COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : r Sample Temp. (ASTM C1064) Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/16/06 11869 Permit # (s): D06-072 Original: Revised: 82°F Sunny Concrete Cadman 663938 581091R f Initial Storage Temp. r 1 ! (ASTM C31) 74°F FIELD DATA ASTM C31 and C172 Actual Ent(ASTM NR Water/Cement Ratio: � Slump (ASTM C143) 0.431 6 1/2" Placement Location and Notes: NR Sample(s) Rec'd: 09/07/06 IMix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement–Type 1 & 11 HRWRA MRWRA Required Strength (fc): 4000 psi @ 28 days Weight (per cu.yd) 1,469.0 lbs 469.0 lbs 1,395.0 lbs 236.0 lbs 80.0 lbs 468.0 lbs 12.8 oz 20.2 oz Set #1 Columns (level 2-3) at building lines: C, D, E, F/3; C, D, E, F/4. Cast at 3 cubic yards at 10:45 am. Date Made L09/061o6 1 [ 09/06/06 :/9/06/06J 09106/06) Remarks: Sample* Lab* Lo092.1 r 6829 ,0092 11 6830 » 10/04/061 28 _..j1 4 x 8 -1L ! r o. ooo0 0 jr 0092-1 6831 00923 6832 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/13/06 r7 l L 4 x 8 J1 52300 j1 4.02J 12.69 ] 4120 11 NA 1" NA 1' -H0/04/06) 28 J1 4 x 8 11 11. 0.00 0.00 ] NA 1' • 10/04/06_11_28_11-4 � x 8 [ if 0.00 11 0.00 ; L NA 1* Inspector(s): Robinson, T. Tested by: Gordon, M. Reviewed by: ,e4- - Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information in this report applies only to the actuat samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm #150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC 'SEP 21 2006 11111111111111 Project Name: Site Address: Client Engineer. Contractor: dLOPNITY MENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma War Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/13/06 11849 Permit # (s): D06-072 Original: J Revised: E Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 663326 661281 FIELD DATA ASTM C31 and C172 Actual Sample Temp. Irntial Storage Temp. r Entrained Air (ASTM C1064) (ASTM C31) f (ASTM C231) 74°F NR NR Water/Cement Ratio: [Slump (ASTM C143) I Samples) Rec'd: 0.378 6" 09/06/06 Placement Location and Notes:1 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 318" 410.0 lbs Fine Aggregate 1,352.0 lbs Water 249.0 lbs Fly Ash 106.0 lbs Cement—Type 1 & II 552.0 lbs HRWRA 40.0 oz Required Strength (tic): 5000 psi @ 28 days Set # 1 Ramp Slab (Level 2-3) at building lines: F. 8 - J.6/3-4 Cast at 6 yards @ 6 AM. Garage B (Permit 006-073) Pile Cap at building lines: j/2. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample # Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L09/05/06 0091 J[ 6754 11 09/12/06] LTA L 4 x 8 i 684257 L4.00 112.57 IL }09/05/061, 6755 11 10/03/06 128 1 4x 8 1 0.00 1T -67&F1 0091 1L6756 I` 10/03/061L28 1 4 x 8 i r- 0.00 11 coo Jr 1 09/05/061 0091 1{ 675/__I! 10/03/06 IL 28 j1 4 x 8 _I [ 1 L 0.00) 0.00 11 Remarks: 09/05/067 0091 5450 JI Inspector(s): Robinson, T. Tested by: Gordon, M. Reviewed by: NA J' NA NA J" NA } " Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10,1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Forum #150, Rev 3, 74 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 92 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-5-06 Partly Cloudy Resteel, Tendons and Concrete (5)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel and tendons, observed and sampled 32 cubic yards of Cadman Concrete Mix #631081R (5,000 psi) for ramp slab (level 2-3) at building lines: F.8 -J.6/3-4. All incomplete items noted on Inspector Robinson's report of 9/1/2006 and the structural engineers site visit of 9/1/2006 were completed prior to the concrete placement. Concrete was properly mechanically consolidated. Cast one set of five 4 x 8" cylinders (which includes a field cure cylinder for testing prior to stressing tendons). Test Results: Slump 6". Observed stressing of tendons and measured tendon elongations for the level 2/zone 5 slab. Ail tendons stressed today except for the tendons in the beam at fines E/1-3 that will be completed tomorrow morning. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: w11r,,e ‘;(-- Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RPcEIvED SEP 14 2006 ONINIUNt2 y MTE NO: T6100 DEVELOPS rr PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 91 Owner. Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 9-1-06 Partly Cloudy Resteel, Tendons and Concrete (4)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503281.7579 MTE inspector arrived on site and performed final inspection of resteel, observed and sampled 33 cubic yards of Cadman Concrete Mix #631081R (5,000 psi) for shearwalls (level 2-3) at building lines: L.7 -N/1; N/1.7-2.2. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test Results: Slump 5". Prepared PT tendon stressing paperwork for the level 2/zone 5 slab. Performed inspection of resteel and tendons for the ramp (level 2-3) at building lines: F.8 -J.6/3-4. Items that need to be completed are: 1. Chair bottom steel at all locations. 2. Add Keyway to construction joint at F.8 line. Incomplete items will be done prior to the concrete placement. Tom (JTM) asked that Inspector Robinson look at voids in beams at the level 2/zone 4 slab. There are four locations that need to be repaired. The locations are at the bottom center of the beam where the tendons sweep to the bottom. This situation has happened previously but not at so Targe a scale, The concrete is well consolidated around the steel and the tendons except at the bottom side of the tendons. The smallest is about 3' long and the largest is approx. 5' long. Previously the repair has been to soak the area, then add a bonding agent, then patch with approved grout mix. Due to the size of these repairs, Inspector Robinson asked that the structural engineer become involved. Tom stated that he had talked to the Structural Engineer and that he would look at the areas to be repaired this afternoon when he comes out to look at the PT Ramp Slab Level 2-30 noted above. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: CTO J Tom Robinson 4r s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 90 Owner Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECEIVED 'SEP 14 2000- ocEio r T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mali Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-31-06 Partly Cloudy Resteel, Tendons, Reinforced Concrete and Structural Masonry (24) 4 x 8" sett Office 917134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drone Suite 190 Portend, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel & tendons and observed concrete placement, Inspector Le monitored and sampled 417 cubic yards of Cadman Concrete Mix #661281 (5,000 psi at 28 days for the stab/4,000 psi at 28 for columns) for the level 2/zone 5 slab at building lines: A -F.711-3.8 and closure strip at building lines: J.5 -N/3.8. Columns (Level 2-3) at building lines: K, U1. Resteel and tendons were found to be acceptable. Concrete was properly mechanically consolidated. Cast 3 sets of (4) 4 x 8" cylinders and two sets of (6) 4 x 8" cylinders (which include two field cure cylinders per set). Performed final inspection of resteel and observed 10 cubic yards of Stoneway Grout Mix #7034 (2,000 psi at 28 days) for the first lift of CMU walls between building lines: M.5 -N14.8-5.3; H.5 -J/5.7-6 and the third lift of the BMU Wall at N/5.7 -MI6. Resteel was found to be acceptable. Grout was properly mechanically consolidated. No samples taken this date. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTORS: Tom Robinson Quang Le Reviewed by: tf?'ef. -e-c- " ' /` Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. .. .. err-.cif.—7.7'"iFT;...w RECEIVED ... MTE NO: T6100EP 1 4 2006 PROJECT: SOUTHCENTER MALL PARKING GARAGE Address: 633 Southcenter Mall Blvd DEVELOPMENT Tukwila, WA PERMIT NO: D06-072 Page 89 Owner: Architect: Engineer: Contractor Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-30-06 Partly Cloudy Resteel and Tendons, Visual Welding and Masonry N/A Everef Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9380 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived on site and performed inspection of resteel and tendons for the level 2/zone 5 slab at building Tines: A -F.711-3.8. All incomplete items noted on Inspector Robinson report of 8/28/2006 and Post -Tension Site Visit Report #4, by Brian MacRae (CPL Structural Engineer), have been completed. Performed visual weld inspection on the connection of the Elastomeric Pads to embeds at building lines: G/ H/4. Welds were found to be acceptable per detail 4 on S3.9 and AWS D1.3. Performed inspection of resteel for the first lift of CMU walls between building lines: M.5 -N/4.8-5.3; H.5 -J/5.7-6 and the third lift of the BMU Wall at N/5.7 - M/6. Resteel was found to be acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects Jaynes E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: 1 INSPECTOR: Tom Robinson yrs Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED ?SEP 141006' MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE MOP JHT Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 88 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-29-06 Cloudy Reinforced Concrete NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and finished inspection started by AAR inspector T. Horton. Monitored placement of Mix #581081R (4,000 psi) in columns at grids M/3 and N/3. Tim watched placement at grids G/2, H/2, J/2, l<12,1/2, M/2, J/3, K13 and L/3. A total of 18 cubic yards were placed. Inspector T. Robinson inspected all resteel prior to the pour. Per T. Horton (3) cylinders were taken and concrete was placed by pump truck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Kerri Schaible Reviewed by: ! �- L f' . D = nnis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. RECEIVED 'SEP 14 2006. T6100 ry SOUTHCENTER MALL PARKING GARAGE9MOPM 633 Southcenter Mall Blvd MTE NO: PROJECT: Address: PERMIT NO: Page 87 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-29-06 Cloudy Reinforced Concrete (3)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett. WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 AAR inspector arrived onsite and observed concrete placement for Parking Garage A for columns G/2, H/2, J/2, K/2, L/2, M/2, J/3, K13, L/3, N/3 and N/3. Concrete was placed,by pump and mechanically consolidated. One set of (3) 4 x 8" concrete test cylinders were taken to represent the placement. Resteel was inspected prior to concrete placement by inspector T. Robinson. Any water added was done by the contractor and was kept within the allowable amount. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. AAR INSPECTOR: Tim Horton Reviewed by: nis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 86 Owner. Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECEIVED SEP 14 2006 T6100 SOUTHCENTER MALL PARKING GARAGE ApcEVELoppbENT 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-29-06 Cloudy Stressing PT Beams N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and observed (14) 7 strand cable tendons being stressed with a ram to a pressure of 5,300 psi at locations B and C on grid 5 structural beam. All tendons were measured after pull and recorded on paperwork provided by inspector T. Robinson. Also observed (8) 7 strand cable tendons being stressed at location B and C on grid 4 structural beam. All tendons were measured after pull and recorded as above. Both beams at elevation between 1st and 2nd floor. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Kerri Schaible Reviewed by: nis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECEIVED Tacoma SEP 1002 S. Tacoma Way 4 lOOGI Suite E.29 Tacoma WA 90499 CEVELOpp/66 Ph 253.584.3720 Dfax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: n T6100 09/08/06 11846 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 57°F Partly Cloudy Concrete Cadman 662821 631081R FIELD DATA ASTM C31 and C172 Actual Sample Temp. Initial Storage Temp. r Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 75°F NR NR [Water/Cement Ratio: I Slump (ASTM C143) Sample(s) Rec'd: I 0.400 5" 09/02/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement -Type I & II HRWRA MRWRA Required Strength WO: :Placement Location and Notes:1 5000 psi fa 28 days Set#1 Shearwaffs (Level 2-3) at building fines: 17 - N/1: N/1.7 - 2.2. Cast at 5 yards @ 5:10 AM. Weight (per cu.yd) 1,465.0 lbs 421.0 lbs 1,377.0 lbs 240.0 lbs 86.0 lbs 514.0 lbs 10.1 oz 28.5 oz Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 09/01/06 ] j 0090 6741 ;1 09/08/06 1 7 I i 4 x 8 L65835 11 4.01 [ 12.63 I F 5210 11 NA " [09/OW [0090 1L6742 09/29/06 28 i 4 x 8 i _ JL o.00 0.00 rNA �I j 6743 11-1:19129/0-67j8 ] 4 x 8 1r 11 0.00 1-6.00 1( q- NA 1' I 09/01/06-1f 0090 L6744 09/29/06 4 x 8_j i 11_0.00 _1D100 NA J" Remarks: 09/01/06 1 [ 0090 1 Inspector(s): Robinson, T. Tested by: Simmons, N. 28 Reviewed by: Den s -111 W Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NATE Form %150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor Receive," Tacoma 10029 S. Tacoma Way °SEP 14 2006 Tacoma WA 98499 Suite E-2 COANuiv 7Y fax 253584.3307 CONCRETE LABORATORY TEST RE�6f° Eivr Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: T6100 09/07/06 11818 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : 72°F Partly Cloudy Concrete Cadman 662509 661281 Sample Temp. t (ASTM C1064) 75°F Water/Cement Ratio: 0.384 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. (ASTM C31) NR [-Slump (ASTM C143) 7 1.14" [Placement Location and Notes: Set V: Level 2 /Zone 5 slab at building lines: A -F.7/ -3.8. Closure strip at building lines: J.5 -N/ 3.8. Columns (Level 2-3)at building lines: K, L11. Cast at approx. lines E/1.1 at 399 yards © 10.25 am. Entrained Air (ASTM C231) NR Sample(s) Rec'd: 09/01/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 417.0 lbs Fine Aggregate 1,343.0 lbs Water 251.0 lbs Cement—Type I & II 548.0 lbs Fly Ash 106.0 lbs HRWRA 39.7 oz Required Strength (fc): 5000 psi @ 28 days Date Made Sample # L03/31/06 08/31/0611 0089 0089 08/31/06 08/31/06 Remarks: 0089 0089 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 6620 09/07/06 1 7 I 4 x 8 IL 71905 4.01 12.63 L 5690 L6621 1___Q9/28/06JL28JI 4s_JL JLaooJLo.00JT 6622 ' 09/28/06 , 28 j 4 x 8 0.00 6623 1 09/28/06 ri 4x8 inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. 0.00 0.00 0.00 r NA NA NA Reviewed by: (.�,, De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm 8150, Rev 3, 7-0 1 08/31/06 I MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECEIVEco SEPI 4 p Tacoma ?Od$110029 S. Tacoma Way Deur, QUN1ry, Tacoma WA 98499 —4'11" ph 253.584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: k Revised: IA Air Temperature: Weather. Product: Supplier: Ticket Number MixDesign ID: Sample Temp. (ASTM C1064) 75°F 65°F Partly Cloudy Concrete Cadman 662439 661281 Initial Storage Temp. i (ASTM C31) NR [Slump (ASTM C143)) Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: T6100 09/07/06 11817 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,435.0 lbs Coarse Aggregate 3/8" 412.0 lbs Fine Aggregate 1,352.0 Ibs Water 250.0 lbs Cement—Type 18 II 549.0 lbs HRWRA 40.2 oz 0.455 7.5" 09/01/06 Required Strength (fc): rPlacement Location and Notes: I 5000 psi @ 28 days Set IV: Level 2/ Zone 5 Slab at building lines: A - F .7/1-3.8. Cast approx. lines 8/1.5 at 315 yards @ 8:40 am. Date Made Sample # 1- 0088 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age 6616 [O8/31/0611- 0088 1 [6617 1E09/28/06 16618 1 6619 09/28/06 09/07/06 08/31/06 8131106 Remarks: 0088 0088 1 09/28/06 Size (in) Load (Ibs) Dia (in) 7 [281 28 28 4 x 8 f t 74765 4x8 4x8 4x8 Inspector(s): Robinson, T. Le, 0. Tested by: Simmons, N. 4.01 0.00 0.00 0.00 Surface 12.63 1 0.00 0.00 0.00 Reviewed by: De is Sanborn Branch Manager Strength (psi) Failure Code 5920 NA j' NA NA NA 1" NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form %150, Rev 3, 740 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor, RECEIVED SEP 14 2006 COMMUNfly CONCRETE LABORATORY TEST REPO p ENT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: 0 Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/07/06 11816 Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 55°F Partly Cloudy Concrete Cadman 662371 661281 Sample Temp. (ASTM C1064) Initial Storage Temp. is (ASTM C31) 73°F NR Water/Cement Ratio: 2.390 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR [Slump (ASTM C143) i r Sample(s) Rec'd: 7.5° ILPlacement Location and Notes: 09/01/06 ! Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,435.0 lbs Coarse Aggregate 3/8" 416.0 lbs Fine Aggregate 105.0 lbs Water 251.0 lbs Fly Ash 105.0 lbs HRWRA 40.1 oz Required Strength (f c): 5000 psi € 28 days Set III:Level 2/Zone 5 slab at building lines: a -F 07/ 1- 3.8. Cast at approx. lines D/2.1 at 209 yards @ 7:20 am. Date Made Sample # 08/31/06 08/31/06 ( 08/31/06 08/31/06] Remarks: 0087 0087 Lab # 6612 1 { 09/07/96J 6613 1 09/28/091[2C 00877 [ 6614 ? r 09/28/06 I 0087_] 6615 j I` 09/28/06 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 7 28 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. 72560—L4.01 0.00 rLLo.00 0.00 Po.00 Surface Strength (psi) Failure Code 12.63 1 0.001 0.00 5750 NA NA NA 1' NA • Reviewed . De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Farm M150, Rev 3, 7-0 0.00 , MAYES TESTING ENGINEERS, INC RECEIVED Project Name: Site Address: Client: Engineer. Contractor: 14 Zoos CONCRETE LABORATORY TEST REPORT AI(Nr Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: VI Revised: [] Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/07/06 11815 Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 54°F Partly Cloudy Concrete Cadman 662330 661281 FIELD DATA ASTM C31 and 0172 • Actual SaSTmpleM TC1064)lemp. Initial(ASTM StorageC31) ; ( Temp. i EntrTMainedC23A1) ir (AIAS 73°F NR NR Water/Cement Ratio: 1 + Slump (ASTM C143) j Sampre(s) Recd: 0.384 7" [Placement Location and Notes:1 09/01/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,435.0 lbs Fine Aggregate 1,351.0 lbs Water 251.0 lbs Fly Ash 105.0 lbs Cement—Type I & II 549.0 lbs HRWRA 40.1 lbs Required Strength (fc): 5000 psi @ 28 days Set II:Level 2 /Zone 5 slab at building lines: A -F .7/ 1-3.8. Cast approx. lines E/2.6 at 125 yards at 6:10 am. Added 13 gallons water added on site. Date Made Sample # 08/31/06 08/31/06 r 0086 [0086 L8/31 /06J 10086 1 08/31/06 Remarks: 0086 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab X Date Tested Age Size (in) Load (lbs) Dia (in) 6608 6609 6610 L_09/28/06 J 09/07/061 09/28/06 6611 09/28/06 28 28 28 4x8 4x8 4x8 1 4x8 Inspector(s): Robinson, T. Le, O. Tested by: Simmons, N. 74655 4.01 , JL J 0.00 Surface Strength (psi) Failure Code 12.63) [ 5910 11- NA 0.00 0.00 [ 0.00 J Reviewed by: De is Sanbom NA • F-1-44-1• NA Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED r., ,SEP 14 2006 CONCRETE LABORATORY TEST REFORPlNidEN& Project Name: Site Address: Client: Engineer. Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: W] Revised: E Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 09/08/06 11814 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 53°F Partly Cloudy Concrete Cadman 662321 661281 Sample Temp. I rInitial Storage Temp (ASTM C1064) (ASTM C31) 73°F NR Water/Cement Ratil { Slump (ASTM C143)-1 0.457 7 1/4" 'Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Entrained Air r (ASTM 0231) NR Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement -Type 1 & 11 HRWRA —Sampie(s) Recd: 09/01/06 Required Strength (f c): 5000 psi 28 days Weight (per cu.yd) 1,436.0 lbs 1,352.0 lbs 252.0 lbs 552.0 lbs 40.4 oz Seth LEVEL 2/ Zone 5 slab at building lines: A - F .7/1 -3.8. Cast at approx. lines A. 7/3.1 at 43 yards@ 4:35 am. Date Made Sample # Lab [08131/08j L 0085 J / 6604 16605 6606 08/31/06 0085 08/31/06] Loo85 0085 08/31/06 Remarks: 6607 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Size (in) Load (lbs) Dia (in) Surface Date Tested Age 1-09107/06_) Q( 4 x 8 J L 64940-1 4.01 )[ 12.63 1 09/28/06] U8 _IT 4 x 8L L Li Lo.oa_i Lo.00 4x8 4x8 ][ IL 0.00 09/28/06 09/28/06 28 reA 0.00 Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. 0.00 Strength (psi) Failure Code 5140 0.00L J Reviewed by: Qw De is Sanborn Branch Manager NA NA w • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form #1 50, Rev 3, 7-0 =111 SHANNAND ENVIRONMENTAL ON & MLSONsILNC DAILY FIELD ACTIVITY REPORT PROJECT NAME/LOCATION PROJECT NO.: 21-1-20189-007 REPORT DATE: July 3, 2006 REPORT NO.:.�---�----� SW FIELD REP.: AJ PERMIT NO.: Westfield Shoppingtown Southcenter Expansion REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. I Clear, 70s Client Westfield Corporation CC City of Tukwila JTM Bayley General JTM Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: from 0700 to 1600 from to from to CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND •RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER Backfill of shear walls and adjacent concrete slab in garage A. At the request of JTM 1 visited the project site today to observe placement of backfill around the shear walls and adjacent concrete slab as indicated in figure I. JTM placed one foot loose lifts in the three foot deep trenches and compacted it with a backhoe -mounted hoepack. Using a %' T -probe bar with moderate force, I found the backfill to be dense and unyielding and is acceptable. ATTACHMENTS Figure 1 — Parking garage A main floor plan LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) -0-P47.6.6 Page 1 of 1 tt troto isel® 0 © 0 © O am 1-111 JIB#III. / i IN 11 l II M li 11 � 11 11 li 1(41 r ' fk .0 N 0 3 s 4 � o to n. N v 1 11 H 11 1 11 1 11 11 II 11 I1 II II I II 1 F. UI II I I - V— 11 C• J' ' 1 ; i N. 11 1 Irl 1.1 11 FLy ' 17 \u" 1 1 'r' 11 !11 1 11 11 I1 II II Ifs. 1 II !1 LI 1 IS II 11 II _ II 11/ ' 11 II y1 I1 1 L 1'I 6IA `I 1 11 Li4F*4H IiI fl 61 11 7 d S 11 1 Ir I II V LL /•' I1 11 11 1 II Y,I L1 1.1 rIL VI 111 •,. 11 1 I I I I jt/ 1 AN Ifn► ) 1 8 ./In; / 11 IF I'4lIIV'� 6 u (i ® ® —0 4-7 I. SHANNONAND FIW[LSOL NaI�NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 6, 2006 REPORT NO.: SW FIELD REP.: PAJ PERMIT NO.: D06-072 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Expansion REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP, Cloudy, 50s Client Westfield Corporation General JTM CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: JTM - __— — . - - ..---- ---_ assurance of backfill on the ramp in parking garage A, as seen in figure from 0645 to (}8311 -. ___._._._ _—_.____— to Bayley 1. The contractor placed one foot loose lifts of stockpiled, native soil that consisted of brown, sandy SILT; trace of pebbles; dry. The lifts were compacted using a hoepack and a jumping jack. The jumping jack was used in the 1 foot area immediately adjacent to the ramp sidewalls, as shown in figure 1. This was done to avoid bending rebar that was in the way of the hoepack. The remainder of the backfill was compacted using the hoepack. Using a W' T -probe bar, with moderate force, I found the backfill to be dense and unyielding and is acceptable. from from to CONSTRUCTION OBSERVATIONS `J'NO. ' TOPIC AND ' ; :: ',- LOCATION...:.:., ' . DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS A[41t} : , . _: ,RECOMMENDATIONS TO OWNER - ,- ' °: �,""-Ft1- `C ER N ACTIO .- : _, RECOMMENDED TO -OWNER Backfill of ramp At the request of JTM I visited the project site today to test for quality on north side of assurance of backfill on the ramp in parking garage A, as seen in figure parking garage A 1. The contractor placed one foot loose lifts of stockpiled, native soil that consisted of brown, sandy SILT; trace of pebbles; dry. The lifts were compacted using a hoepack and a jumping jack. The jumping jack was used in the 1 foot area immediately adjacent to the ramp sidewalls, as shown in figure 1. This was done to avoid bending rebar that was in the way of the hoepack. The remainder of the backfill was compacted using the hoepack. Using a W' T -probe bar, with moderate force, I found the backfill to be dense and unyielding and is acceptable. ATTACHMENTS Figure 1 — Parking structure A main floor plan LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of rhe contractor identified and keep our client informed of the progress and quality, of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIE(P itial/date) Page I of I 161 ppiN 1111 10: 1/1 411 1 V 4k ; Q O Q 0 A ® 0 0 0 O 0 0 P, 0 00, Ir {'1 G \_ 1 . I 11 1:1 O ,,,,,.„1,.,, _tilt_ E '` + sl�.Mw.. MVOMMM wlawn. _ lIIM9na] a rA0 ' et • �•�t�/• SI�3i1H21Y IS ! "t 7SUpJd��aanos P 1 y.�I�. s 11d81- 161 ppiN 1111 10: 1/1 411 1 V 4k ; Q O Q 0 A ® 0 0 0 O 0 0 P, 0 00, Ir {'1 G \_ 1 . I 11 1:1 O ,,,,,.„1,.,, _tilt_ E MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA RECEIVED PERMIT NO: D06-072 Page 82 SEP 11 2006 COMMUNITY Owner: Westfield America DEVELOPMENT Architect FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-23-06 Weather: Cloudy Inspection: Tendons and Resteel Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.7451737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503,281.7579 MTE inspector arrived on site and performed inspection of resteel and tendons for the level 2/zone 4 slab at building lines: A -F.7/3.8-6. Reviewed site visit report 3 from Brian MacRae (CPL Structural Engineer). Spoke with Dave (JTM Garage A Superintendent) concerning item 3.6 of report (edge reinforcing per note 6 not installed at lines C -D/4) and missing top dowels plus keyway for construction joint at lines 3.8/D.3 -D.5. Reviewed inspector Robinson's punch list from the 8/11/06 report. Ali open items were completed prior to the end of the shift. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson nn Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Rr CEtvED Everett thOffice et SW ��C Suite A-1 SE` 1 • Everett, WA 98204 ph 425.742.9360 CUiall.l:-s" fax 425.745.1737 MTE NO: T6100 DEVELOPMENT Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE A 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tacoma, WA 98499 Tukwila, WA ph 253.584.3720 PERMIT NO: D06-072 fax 253.584.3707 Portland Office Page 83 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 6-24-06 Weather: Cloudy Inspection: Tendons, Resteel and Concrete Samples: (20) 4 x 8" MTE inspector arrived on site and performed final inspection of resteel & tendons and monitored placement. Inspector Le observed and sampled 397 cubic yards of Miles Sand and Gravel Concrete Mix #151 CD10 (5,000 psi at 28 days for the slab/4,000 psi at 28 days for the column) for the level 2/zone 4 slab at building lines: A -F.713.8-6. Column (level 2-3) at building lines: G/4. Resteel and tendons were found to be acceptable. Concrete was properly mechanically consolidated. Cast two sets of four 4 x 8" cylinders and two sets of six (which include two field cure cylinders per set) 4 x 8" cylinders. Tests results: Set# 1- Slump 6 "/'; Set #2- Slump 5; Set #3- Slump 6'/"; Set #4- 6 /'. 45 cubic yards of the total 397 cubic yards was sent to Garage B. See Inspector Robinson Garage B report for this date for details. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Quang Le nnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. 0 " t\►Everett 34th Sleet SW =—_,-.Z. 7. ` Suite A-1 SEP 1 1. ?E�'�i Everett, WA 98204 ph 425.742.9360 MTE NO: T6100c;Lavitt.t,,a s Y fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE A�l:L,OPA4ENT 10029TacoS Office S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 2584.3720 PERMIT NO: D06-072 fax 253.584 3707 Portland Office Page 83 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-24-06 Weather: Cloudy Inspection: Tendons, Resteel and Concrete Samples: (20) 4 x 8" MTE inspector arrived on site and performed final inspection of resteel & tendons and monitored placement. Inspector Le observed and sampled 397 cubic yards of Miles Sand and Gravel Concrete Mix #151 CD10 (5,000 psi at 28 days for the slab/4,000 psi at 28 days for the column) for the level 2/zone 4 slab at building lines: A -F.7/3.8-6. Column (level 2-3) at building lines: G/4. Resteel and tendons were found to be acceptable. Concrete was properly mechanically consolidated. Cast two sets of four 4 x 8" cylinders and two sets of six (which include two field cure cylinders per set) 4 x 8" cylinders. Tests results: Set# 1- Slump 6 %"; Set #2- Slump 5; Set #3- Slump 6 W; Set #4- 6'h". 45 cubic yards of the total 397 cubic yards was sent to Garage B. See Inspector Robinson Garage B report for this date for details. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson 1 Reviewed by: Dennis Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Er ,_MAYEs TESTING ENGINEERS, INC. RE C �: ` I C' 3 111111221=2====" - .:. SES') 1 '' MTE NO: T6100 D V 0n1 T PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 84 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-25-06 Weather: Partly Cloudy Inspection: Tendons, Resteel and Concrete Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed inspection of resteel & tendons for the level 2/zone 5 slab at lines A -F.7/1-3.8. Performed tendon count and found that all but five tendons at line A -F.7/1-1.25 have been installed. Corona steel continues to adjust tendon profiles. Bottom slab steel and beam steel has been completed. Corona steel is installing top bars and bars per specific details at various locations. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson 1' s Sanborn, Branch Manager MAYES RECE��ED TESTING ENGl1YEER5, /11fC. 2006 SEP 11 MTE NO: T6100 D PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 85 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-28-06 Weather: Partly Cloudy Inspection: Stress Tendons, Resteel and Tendons Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site picked up 4 -day field cure cylinders from the level 2/zone 4 placement and transported to the MTE Tacoma lab for compressive strength testing. Strength results are as follows: Field cure from set #2 was 3,940 psi; Field cure from set#4 was 3,770 psi. Notified Mike (JTM) that level 2/zone 4 slab concrete has achieved the required 3,000 psi for stressing tendons. Observed stressing of tendons and measured tendon elongations for level 2/zone 4 slab. Tendons were completed except for the girders at lines: B -C14, 5. All tendons stressed today met the required minus 5%, plus 7% of tendon elongation. Stressing will be completed tomorrow (8/29/06). Performed inspection of resteel and tendons for level 2/zone 5 slab. Items to be completed are as follows: 1. 10 #4x10' bars to be added per detail 17 on S3.13 to be added at lines F.7/3. 2. #5 bars per 16 on S3.13 to be added at lines 13/1.25 (Stairwell at SW corner slab). 3. 4 #4 bars top and bottom to be added per note 6 on S2.1A along a line. 4. Grease Caps at dead end tendon heads missing on some tendons at lines A, B/3. 5. Beam tendons need proper clearance from formwork near columns at various locations. 6. Install the last five distributed slab tendons at lines B -F.7/1-1.25. 7. Top bars over beam at lines C/3-4 8. Install curb dowels on a line east of shearwall. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC RECEIVED Project Name: Site Address: Client: Engineer: Contractor: Ski' .! 1 f;i`4 CONCRETE LABORATORY TEST RE15605PNENT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 09/05/06 Sample Set ID: 11744 Permit # (s): Original: V D064072 Revised: LI Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : T Sample Temp. (ASTM C 1064) 64°F Cloudy Concrete Miles 151cd104 151cd10 FIELD DATA ASTM C31 and C172 Actual ' Initial Storage Temp. i Entrained Air (ASTM C31) 1 (ASTM C231) 75°F NR NR ' ater/Cement Ratio: 0.365 Slump (ASTM C143j 1 i—Sample(s) Rec'd: 6.5" 08/25/06 rPlacement Location and Notes:1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,447.0 lbs Coarse Aggregate 3/8" 493.0 lbs Water 209.0 lbs Cement—Type I & II 572.0 lbs WRA 22.9 oz WRA 33.8 oz Required Strength (fc): 5000 psi @ 28 days Set IV: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Column (Level 2-3) at building lines: G14 Garage S. Cast at 10:00 am at 315 cubic yards (represents concrete near lines F/5.8) (Permit# D060-073) Shearwall Foundation at building lines: N4.3-5.8. Date Made Sample a Lab s COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface 1 08/24/06 11 0083 r 6322 08/31/06 7 4 x 8 11 54076 L0083 6323 09/21/06 28 ! 4 x 8J { L 08/24/06) 0083 1 6324 I r 09/21/06 28 ) j 4 x 8 j 108/24/06-11 0083 ! L 6325: 09/21/06 r28 ( 4 x 8 I 08/24/06 Remarks: 4.01 0.00 Strength (psi) Failure Code NA • LA " NA j• 12.63 11 4280 0.00 10. ooj E 0.00 ;10.00! 0.00 Reviewed by: Jt Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. D - nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. MTE Farm #150, Ray 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Rscsricp Sip 11 ?"" G�NII\, V \al 1 I CONCRETE LABORATORY TEST 6t1i Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/31/06 Sample Set ID: 11743 Permit # (s): 006-072 Original: V Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64°F Cloudy Concrete Miles 151cd103 151cd10 FIELD DATA ASTM C31 and C172 Actual Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 76°F NR NR ' Water/Cement Ratio: 0.371 Slump (ASTM C143) 6 1/2" Sampte(s) Recd: j 08/25/06 'Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Cement—Type I & II HRWRA MRWRA Required Strength (fc): Weight (per cu.yd) 1,447.0 490.0 1,407.0 210.0 566.0 23.0 34.0 lbs lbs lbs lbs lbs oz oz Placement Location and Notes: 1 5000 psi r 28 days Set III: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Cast at 8:50 am at 234 cubic yards (represents concrete near line B/5.3) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L08/24/06 j 10082 1L6318 08/31/06 , 7 4 x 8 11 5897 L4.01_ 12.63 I 4670 J; NA Lo8/24/06 I D 0082 _J 6319 _ . 09/21/06 11-281( 4 x 8 1 1 0.O0J 0.00 _j FA j' _08/24/06 0082 6320 1J 09/21/06 L 28J L. 4 x 8 _i l "iI' 0.00 j [ _0.00 !I NA L08/24/06 L 0082 1 6321 ,' 09/21/o6L28 j!" 4 x 8 1! 0.00_111 0.00J Remarks: Inspector(s): Robinson, T. Le, Q. Tested by: Simmons, N. Reviewed by: - De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 61TE Form el 50, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC RECEIVED amimosami iSEP 11 2b06 N1UNi fY CONCRETE LABORATORY TEST Qs Project Name: Site Address: Client: Engineer: Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/31/06 11742 Permit # (s): D06-072 ii Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 62°F Cloudy Concrete Miles 151cd102 151cd10 FIELD DATA ASTM C31 and C172 Actual Sample Temp.lndial Storage Temp. 7- Entrained Air (ASTM C1064) I (ASTM C31) (ASTM C231) 75°F NR NR 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,447.0 lbs Coarse Aggregate 3/8" 494.0 lbs Fine Aggregate 1,397.0 lbs Water 209.0 Ibs Cement–Type 1 & 11 566.0 lbs HRWRA 22.9 oz MRWRA 33.8 oz [Water/Cement Ratio:j I Slump (ASTM C143) I FSample(s) Recd: 0.369 5" 08/25/06 Required Strength (fc): _Placement Location and Notes:I 5000 psi @ 28 days Set 11: Garage A Level 21Zone 4 Slab at building lines: A -F.7/3.8-6. Cast at 7:30 am at 143 cubic yards (represents concrete near lines E/4.8) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) LOad (lbs) Dia (in) Surface Strength (psi) Failure Code 08/24/061, 0081 j 1 6314 ,1 08/31/06 171 4 x 8 i; 678053 4.01 t12.63 1 5370 L08/24/ 1 0081 111 6315 1109/21/06 _28 IT 4 x 8 L L0.00 r 0.00 1 r 1 [08/24106) 0081 1 6316 J 09/21/060 28 4 x 8 , [— ( 0.00 L0.00 F08/24/061 0081 ? 16317 1 09/21/06 I L28J 4 x 8 'r 11 0.00 I 0.00 Remarks: Inspector(s): Robinson, T. Le, 0. Tested by: Simmons, N. Reviewed by: L- De s Sanbom Branch Manager NA _J ` NA 1" NA J" L NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm /150, Rev 3, 7-0 czi,c.0!°, MAYES TESTING ENGINEERS, INC � G`+ ;. i 1T CONCRETE LABORATORY TEST REPO*r Project Name: Site Address: Client: Engineer: Contractor: Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 5. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/31/06 11741 Permit # (s): D06-072 Original: Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : {Sample Temp. (ASTM C1064) 71°F 62°F Cloudy Concrete Miles 151cd101 151cd10 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 Entrained Air (ASTM C231) NR ample(s) Rec'd: 6 112" 'Placement Location and Notes: 08/25/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,447.0 Coarse Aggregate 3/8" 487.0 Fine Aggregate 1,399.0 Cement—Type I & II 567.0 HRWRA 23.0 MRWRA 34.0 Required Strength (f'c): 5000 psi © 28 days lbs lbs lbs lbs oz oz Set I: Garage A Level 2/Zone 4 Slab at building lines: A -F.7/3.8-6. Cast at 5:55 AM at 40 cubic yards (represents concrete near lines C/4.2) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab 5 Date Tested Age Size (in) Load (lbs) Dia (in) Surface L08/24/061 i 00 80 r- 6310 j 08/31/06 1 k 7 f[ 4 x 8 [ 60200 4.01 F12.63 Fa/2 4/o6 i 00801! 63117 L09f21/00 L20 [ 4 x 8_+1 i 0.00 - o.0o J f [8124fo6 ! 0080J 6312 11 09/21/06 28 f [ 4 x 8 11 11 0.00 i L .00 108/24/06j 0080 7 6313 09/21/015 jLL28 , L 4 x8 J T0.o0J [ 0.00 Strength (psi) Failure Code 4770 '! NA TNA Remarks: inspector(s): Robinson, T. Le, 0. Tested by: Simmons, N. J Ih NA Reviewby: ' De nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies any to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • NA 1" MTE Form #150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC SEP 1 1 10f15 DDCOMMUI., ; y MASONRY PRISM TEST REFORIPAIENT Project: South Center Garage A Client: Westfield Contractor: JTM Job # Permit Date Rec'd: Date Issued: Original Revised T6100 D06-072 8-6-06 8-12-06 Tacoma Office 10029 S Taaana Way Sulam E2 Taoana, WA 98499 ph 253.584.3720 fax 253.5843707 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design F'm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: 7/29/06 Clay Brick C652 8" 3350 psi 1500 psi 8/4/06 Yes X 74°F 61°F 62°F No 0 FIELD DATA Mortar Producer: Design f c128 days: Mix Proportions: Cement: Lime: Sand: Water: Grout Producer Design f c/28 days: Mix Proportions: Cement: NIA Sand: N/A Fairweather Masonry 1 sac 1/2 sac 24 shovels As needed Fairweather Masonry 2000 psi Gravel: N/A Water: As Needed WRA: N/A Remarks/Locations: First lift of CMU walls @ lines: N/4.8-5.2; M -N/5-6 (angled wall). First lift of BMU Column Covers at building lines C, D, E, F16. Sample #: 2 Compression Test Machine Infomnation: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: • Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS ASTM C1314 Lab # Date Tested Age Grouted HIT Factor Total Load/Lbs Net Area Sq. In. Strength PSI PSIIWith HTC Factor Type of Fracture Yes No 5802 8-11-06 7 X 2.9 1.064 106645 39.14 2724 2900 FSS 5803 9-1-06 28 X 2.93 1.0658 142000 38.57 3682 3920 SCB 5804 9-1-06 28 X 2.92 1.0652 156445 39.20 3991 4250 FSS TESTED BY: Quang LE INSPECTOR: Tom Ro REVIEWED BY: Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi -Conical Break SB: Shear Break, FSS: Face Shell Separation infnnnatinn in thio n nnrt annlirc nnly to tint arhual cumnlre trclwi and .hall not M rrnrnd,o•ni withnd /hr annmval of Mavac Tactina Fnoineen Inr I1AYESTESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: 44.6 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Constriction Receive° SEP o 7 2005 DMppd T Project No: Issued on: Sample Set ID: Permit # (s): Original: j Revised: ❑ Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/29/06 11560 D06-072 Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 71°F 60°F Partly Cloudy Concrete Cadman 658052 cad -661281 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. (ASTM C31) NR Entrained Air (ASTM C231) NR Water/Cement Ratio ; Slump (ASTM C143) Sample(s) Rec'd: 0.382 7 1/2" Placement Location and Notes: 08/02/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 414.0 lbs Fine Aggregate 1,350.0 lbs Water 252.0 lbs Fly Ash 106.0 lbs Cement -Type I & 11 553.0 lbs HRWRA 35.7 oz Required Strength (fc): 5000 psi © 28 days Set V: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approximate lines K/1.1 at 406 cubic yards at 9:00 am. Date Made Sample # 08/01/06 10078 -F -C7 Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface 1_08/01/06) I o8/o1/06_1r 0078 108/01/06 0078 08/01/061 Loo78 Remarks: j 0078 5592 08/03/06 2! L 4 x 8_1 46165 ! x4.001 i 12.57 5594 08/08/06 L71 [ 4 x 8 `63985 4.01 1 [ 12.63 1- 5070 5595 ! 08/29/0_6_11-21 fl4 x 8 188370 11 4.05J 12.88 r 6860 5596 1 L 08/29/06 1[1-78 4 x 8 87265 J! 4.05 E-12.88] 1 5597 11_0/29/06 /29/06 1 28 PE 4 x 8 1 84560 14.05 12.8C, 6560 Strength (psi) 3670 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 6770 Failure Code NA 1" NA 1" NA NA J" ]L NA Reviewed by: Denn s Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies any to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. MTE Form 1150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. �.-.,nom •, CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction RECEIVE() SEP 0 7 2006 DEVEL PMENT Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/29/06 11559 Permit # (s): D06-072 Original: V/ Revised: C] Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID: 61°F Partly Cloudy Concrete Cadman 658034 cad -661281 initial Storage Temp. I (ASTM C31) 1 Sample Temp. (ASTM C1064) 71 °F NR Water/Cement Ratio: 0.376 Slump (ASTM C143) 7 1/2" :Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual !=i NR Sample(s) Rec'd: 08/02/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 418.0 lbs Fine Aggregate 1,350.0 lbs Water 252.0 Ibs Fly Ash 117.0 Ibs Cement—Type 1& II 553.0 Ibs HRWRA 3.5 oz Required Strength (f c): 5000 psi @ 28 days Set IV: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines M/1.7 at 325 cubic yards at 8:00 am. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Dale Tested Age Size (in) Load (Ibs) Da (in) 08101/06 10077 11 5588 08/08/06 IL-7 l 7 4x 8 F08/01/0611, t 0077 115589 ; 08/29/06 1 28 1 F08/01/06 1L 0077 5590 I 08/29/06 28 L 4 x 8 L08/01/06 [ 0077 5591 ;I 08/29/06 Remarks: 4x8 28 4x8 Inspector(s): Robinson, T. Femelius, C. Tested by: Simmons, N. Surface Strength (psi) Failure Code 167690 'L 4.01 I[ 12.63 11 5360 j NA i* [ 93805 4.05 12.88 7280 j NA J' 12.88] 7030 NA 90570 882851 4.05 4.05 12.88 6850 1 Reviewed by: -4„ De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA 7 • MTE Form 10150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction RECEIVED SEP 0 7 2006 COMMUNITY DEVELOPMENT Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 658006 cad -661281 Initial Storage Temp, (ASTM C31) Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.564.3720 fax 253.584.3707 T6100 08/29/06 11558 Permit # (s): D06-072 Original: 1,7 Revised: [� Actual ( Mix Proportions: Ingredient r— Entrained Air (ASTM C231) 69°F NR NR Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 418.0 lbs Fine Aggregate 1,350.0 lbs Water 252.0 lbs Fly Ash 117.0 lbs Cement—Type 1 & II 553.0 lbs HRWRA 35.5 oz 1 Water/Cement Ratio:' 1 Slump (ASTM C143) I—Sample(s) Recd: I 0.376 8" 08/02/06 Required Strength (fc): Placement Location and Notes: 1 5000 psi 28 days Set 111: Level 2/Zone 3 slab at building lines: G -N11-3.5. Cast at approximate lines J/2.1 at 221 cubic yards at 6:40 am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) 08/01/06 0076 -FCS i 5582 I 08/03/06 I L2 I r 4 x-1371 48755 08/01/061 0076 [ 5584 08/08/06 7 4 x 8-1 L74270] 08/01/06] I_ 0076 5585 1! 08/29/06 j8] ] 4 x 8 97740 F4.05 Dia (in) 4.00] 4.01 08/01/06 0076 5586 L08/29/06 (� L08/01/06 (L 0076 I f 5587 ( 08/29/06 f Remarks: 28 28 4x8 92220_11 4.05 4x8 1 45 L4.05_iL_12.88 11 8130 Surface Strength (psi) 12.57 12.63 12_88) 12.88 3880 6880 7590 7160 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: Denni Sanbom Branch Manager Failure Code NA TNA NA J NA iL NA i. , , , NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 1150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Malt Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 RECEIVED Issued on: Sample Set ID: 1150811 �9�06 SEP 0 7 2006 Permit # (s): D06-072 COMMUN DEVE OPm NT Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 69°F Partly Cloudy Concrete Cadman 657997 cad -661281 Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) 69°F NR Water/Cement Ratio: NR I Slump (ASTM C143) lample(s) Rec'd: 0.379 71/2" [Placement Location and Notes:1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II HRWRA 08/02/06 Required Strength (f c): 5000 psi @ 28 days Weight (per cu.yd) 1,438.0 lbs 416.0 lbs 1,357.0 lbs 249.0 lbs 105.0 lbs 552.0 lbs 36.0 oz Set II: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines H/2.5 at 155 cubic yards at 5:30 am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L08/01/06 0075_.11 5578 [ 08/08/06 J 1 7 IL4x x 8� 89255 ; 4.01 ±.12.63J; 5480 ,L NA_1. F08/01/06j 00751 [5579 r j 08/29/06 ) [ 2t3 4 x 81 [92615 14.05 12.88 [ 7190 [ NA _1' 108/01/06) L0075 ] 5580 08/29/06 L 28JI 4 x 8 902001 4.05,; 12.88 7000 J NA j * 5581 08/29/06 28 ] 4 x 8 L 91325 r T 4.0 [ 12.8C 7090 r NA 1* J 08/01/06 Remarks: 0075 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. Reviewed by: 4- Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without tie approval of Mayes Testing Engineers, Inc. PATE Form #t50, Rev 3, 7-0 MAYES TESTING ENGINEERS, INCRECEIVED Project Name: Site Address: Client Engineer: Contractor: SEP 0 7 2006 CONCRETE LABORATORY TES i D T tr Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/29/06 11556 Permit # (s): D06-072 Original: r✓, Revised: [� Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 657990 cad -661281 Sample Temp. ! (ASTM C1064) 68°F t Water/Cement Ratio: 0.385 Initial Storage Temp. (ASTM C31) NR lump (ASTM C143) FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 7" Placement Location and Notes: 08/02/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & I) HRWRA Required Strength (fc): 5000 psi @ 28 days Weight (per cu.yd) 1,434.0 lbs 417.0 lbs 1,355.0 lbs 252.0 lbs 105.0 lbs 549.0 lbs 35.7 oz Set I: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines 1/2.8 at 75 cubic yards at 5:00 am. Dale Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code L08/01/06 J 08/01/06 08/01/06 ! 0074_j�_ 5574 r 00741 L5575 ' 15576 0074 F 08/01 /060 x0074 Jr 5577 Remarks: 08/08/06 ji L.7 ; L 4 x 8 .771120 i i 4.01 J r 12.63 I i 5630 i E NA 08/29/06) L28 L 4 x 8 _J! j256i1 4.05 12.88 7190 1 [ NA J ` 4 x 8 1 92045 4.05 12.88 7140 NA 08/29/06 1( 28 L 4 x 8 8 959 0 J 4.05 08/29/06 28 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 12.88 j! 6980 Reviewed by: Den l s Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. NA MTE Form 4150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED MASONRY PRISM TEST REPORSEP 0 7 2006 Job # F gatifi N Permit # D06-07 Date Rec'd: Date Issued: Contractor: JTM Original Revised ❑ Project: South Center Garage A Client: Westfield Office 10029 S Tacoma Way Suite E2 Tacoma, WA 98499 ph 253.584.3= fax 253.584.3707 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design F'm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: Remarks/Locations: 7/29/06 CMU 8" 1900 1500 psi 7/31/06 Yes X 68 71 74 FIELD DATA Mortar Producer: Design fc/28 days: Mix Proportions: Cement: Lime: Sand: Water, Grout Producer: No 0 Design fc/28 days: Mix Proportions: Cement: 658# Sand: 1997# Fairweather Masonry 1 sac 1/2 sac 24 shovels As needed Stoneway 2000 psi Gravel: 907 #(3/8) Water: 318# WRA: N/A First lift of CMU walls, column cover and shearwall cover on 6 line from A -L. Sample #: 1 Compression Test Machine Information: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 1 '/." Provided Lower Bearing Plate Thickness: 1 1/4' COMPRESSION TEST RESULTS ASTM C1314 Lab # Date Tested Age Grouted HIT Factor Total Load/Lbs Net Area Sq. In. Strength PSI PSIIWith H/T Factor Type of Fracture Yes No 5784 8-7-06 7 X 2.06 1.0048 165155 53.77 3071 3090 CSh 5785 8-28-06 28 X 2.09 1.0072 174255 57.97 3006 3030 CSh 5786 8-28-06 28 X 2.08 1.0064 194210 58.12 3341 3360 SCB TESTED BY: M. Gordon INSPECTOR: Tom inson,., REVIEWED BY: Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi -Conical Break SB: Shear Break, FSS: Face Shell Separation Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 81 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECEIVED PAUL 312406 T6100 u�LOPME.NT SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-22-06 Cloudy Tendons, Resteel and Masonry NIA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 5. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed inspection of resteel and tendons for Level 2/Zone 3 Slab at building lines: A -F.6/1-3.6. Performed count and checked profiles for beam tendons, which were found to be per plan. Performed inspection of beam and bottom mat resteel. Corona steel is laying out distributed and added slab tendons. Work in progress. Fairweather Masonry installing brick veneer cover for shearwall at building lines: L.7 -N/1. Veneer anchors are being installed per plan. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Sums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Dennis Sanborn, Branch Manager REcelv6° MAYES TESTING ENGINEERS, INC. p‘)G 12006 larr MTE NO: PROJECT: Address: PERMIT NO: Page 80 Owner: Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-21-06 Cloudy Tendons, Resteel, Concrete and Structural Masonry (4) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of resteel & tendons, observed and sampled 100 cubic yards of Miles Sand and Gravel Concrete Mix #151 CD10 (5,000 psi at 28 days for Ramp Slab and Shearwalls 14,000 psi at 28 days for Columns) for the top half of the Main Ramp Slab at building lines: C.5 -F.713-4. Shearwalls (Level 2-3) at building lines: G - J/6; N/4.8-5.3. Columns (Level 2-3) at building lines: H, K, L, M, N/4; G, H, J, K, L, M/5; N/5.7; K, L, M/6. Reviewed Structural Engineers Site Visit Report #3 dated August 15, 2006. The items that pertain the ramp placed today (Items 3.7 and 3.8) were completed prior to the concrete placement. Resteel and tendons are acceptable. Concrete was properly mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager TESTING ENGINEERS,C \1°) MAYESINC!� 1pp6 a MTE NO: T6100 coMMTAI PROJECT: SOUTHCENTER MALL PARKING GARAGSA Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 79 Owner: Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-18-06 Weather: Sunny Inspection: Structural Masonry and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for epoxy rebar inspection at parking garage A. 37 #5 bars placed at exterior footing for vertical CMU wall connection at gridlines: 1 from N to L.6, 1 from G to J. Holes roto -hammered to size and depth, cleaned with air and brush. #5 bars placed with Simpson Strong Tie Set 22. Epoxy dowels placed per plans and manufacturer's specifications. Performed structural masonry inspection. Grout placed at 8" and 12" CMU exterior wall at grid line elevation as follows: 1 from N to L.6, 1 from J to G, 1 at L, 1 at K from top of footing to 2'-8" height. Reinforcing steel placed in conformance with approved plans. Grout was mixed on site with Design Mix Fine Masonry Grout. Grout was pumped to placement and vibrated to consolidate. CMU wall grouted solid with 1 % cubic yards. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim Gibson Dennis Sanborn, Branch Manager 6220 � MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking GarageAeCE.wEO Project No: T6100 Issued on: 08/28/06 pile 312 0O fr Permit* (s): Original: Revised: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Sample Set ID: 11715 D06-072 Air Temperature: Weather. Product Supplier Ticket Number : MixDesign ID : {Sample Temp. (ASTM C1064) 74°F Partly Cloudy Concrete Miles 151cd10 151cd10 FIELD DATA ASTM C31 and C172 • Actual ( Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,452.0 lbs Coarse Aggregate 3/8" 496.0 lbs Fine Aggregate 1,397.0 lbs Water 211.0 lbs Cement—Type 1 & 11 560.0 lbs HRWRA 22.8 oz MRWRA 34.0 oz Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 73°F NR NR i WateNCement Retia: !Slump (ASTM C143) �; Sample(s) Recd: 0.377 5 1/2" 08/22/06 rPlacement Location and Notes: Required Strength (Pc): 5000 psi @ 28 days Set #1 Garage A (Permit #D6-072) top half main ramp at building lines: C.5 -F.713-4. Shearwalis (Level 2-3) at building lines: G -J/6; N/4.8-5.3. Columns (Levet 2-3) at building lines: H, J, K, L, N, N/4: G, H, J, K, M/5: N/5.7: K, L, M/6. Cast at ramp slab at 10:30 am Garage B (Permit #D06-073) Pile caps at building lines: B, C/5 Date Made Sample # Lab LQ8/21 /06J 1 0079 1L§217 1 C 0079 11 6218 6219 1L09/18/06 08/21/06 1 08/21/06j 08/21/06 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 08/28/06 09/18/06 0079 0079 L7] 28 28 09/18/06 28 4x8 4x8 4x8 4x8 1 Inspector(s): Robinson, T. Tested by: Simmons, N. 67070 4.01 Lo i 0.00 0.00 Surface Strength (psi) Failure Code 5310 NA J' 12.63 0.00 Lo.00 L_0.00 Reviewed by: L NA NA Denn Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information In this report applies only bo the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 1'150, Rev 3, 7-0 4x8 [ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. • CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A RECEIVED 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction pU� 31 sant DOpmEttog"N Tacoma toms S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.564.3720 fax 253.564.3707 Project No: T6100 Issued on: 08/25/06 Sample Set ID: 11531 Permit # (s): 006-072 Original: V Revised: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID 68°F Cloudy Concrete Cadman 657301 631081R FIELD DATA ASTM c31 and C172 Actual I Mix Proportions: Ingredient Sample Temp. tri iti a! Storage Temp. t Entrained Air (ASTM C 1064} (ASTM C31 } I (ASTM C231 ) 76*F NR NR [Water/Cement Ratio:% 0.398 Slump (ASTM C143)1 1 Sample(s) Rec'd: I 6 1/4" 07/29/06 Placement Location and Notes: 1 Weight (per cu.yd) Coarse Aggregate 3/4" 1,467.0 Ibs Coarse Aggregate 3/8" 424.0 Ibs Fine Aggregate 1,368.0 lbs Water 239.0 Ibs Fly Ash 85.0 Ibs Cement–Type I & II 515.0 Ibs HRWRA 10.0 oz MRWRA 28.4 oz Required Strength (fc): 5000 psi $. 28 days Set I: Shearwall (level 1-2) at building lines: N1.7-2.3. Column (level 1-2) at building lines: B/1; A, 613; N4. Cast at 5 cubic yards at 11:50 am. 10 gallons of water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample 0 Lab 0 Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (ps1) Failure Code 1 07/28/06 11 0073_11 5472 1L 8/04/06 j 07/281os 1 [ o73 5473 ] 08/25/06T [ 07/28/06 i[ 0073] [5474 , [ 08/25/06 107/28/06 / 0073 [ 5475 if 08/25106 Remarks: 7 28 L281 [ 28 inspector(s): Robinson, T. Tested by: Le, Q. L 4x8 LA x 8 11 82860 �L4.06_1 63095 1 4.02] L12.69 12.95) [ 6400 6560 1L NA 1' 6526-1[ NA j 4970 4x8 84910 84365 ] 1 4.061 4.06 12.95 12.95 Reviewed by: NA NA • DennitSSanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 116E Form #150, Raw 3, 7-0 MAYES TESTING ENGINEERS, INC MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd RECEIVED Tukwila, WA PERMIT NO: D06-072 AUG 2 9 2006 Page 78 COMMUNITY DEVELOPMENT Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor JTM Construction Date: 8-17-06 Weather: Cloudy Inspection: Structural Masonry and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584,3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for epoxy rebar inspection at Garage A (10) #5 bar placed at exterior footing for vertical CMU connection at grid lines: 1 at L, 1 at K, 1 at L.6. Hole rota - hammered to size and depth, cleaned with air and brush. #5 bar placed with Simpson Strong Tie Set 22 Epoxy. Epoxy dowels placed per plans and manufacturers specifications. Structural 8" brick inspection, grout placed at grid line and elevation as follows: N from 1 to 1.4, N from 2.8 to 3, N from 4 to 4.2 from 2'-8" to 7'-8". Reinforcing steel placed in conformance with approved plans. Grout mixed on site with Design Mix Fine Masonry Grout. Pumped to placement and vibrated to consolidate. Alt hollow brick cells grouted solid with 1% cubic yards total. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim Gibson Reviewed by:k444.€ - "c. Oe ,_.?it Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: ===::::,E ,,,s, - CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 08/23/06 11521 Permit # (s): 006-072 Original: Revised: JI Air Temperature: Weather Product: Supplier: Ticket Number : MixDesign ID : { Sample Temp. (ASTM C1064) 81 °F 85°F Sunny Concrete Cadman 656612 581081R Initial Storage Temp: (ASTM C31) FIELD DATA, ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR NR j Water/Cement Ratio [Slump (ASTM C1434 r-Sampie(s) Recd: 0.442 6 112" 07/27/06 Required Strength (fc): [Placement Location and Notes: I 4000 psi @ 28 days Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement -Type I & 11 HRWRA MRWRA Set 1: Column (Level 1-2) at budding Tines: C/3; B/4. Cast at 4 cubic yards at 1:00 pm. Weight (per cu.yd) 1,474.0 Ibs 467.0 lbs 1,390.0 Ibs 240.0 Ibs 74.0 lbs 469.0 Ibs 14.0 oz 20.4 oz COMPRESSION TEST RESULTS (ASTM C39. C1231, and C617 when applicable) Date Made Sample ;f Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code LQ7126061] 1 0072 L5428 17-08/02/0611 7 4 x 8 j 188057; 4.04 1 L128] 4350 [07126106 [ 0072�i J429-11 _08/23/06] L281 [4 x 8 - ] L 713251 .. 4.03 712.761 i 5590 [07126/06_i 00721 54301 ,1-08/23/06-1L28114x8 L 81070 i 4.03] 12.7Q1 6360 [ 07/26/06] [i�72 1 5431-11 08/23106111281 j 4 x 8 J [82345 x4.031 12.761 6460 Remarks: Inspector(s): Robinson, T. Reviewed by: Tested by: Simmons, N. 1 L_NA 11' 1 NA 7' NA Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing perfonned In accordance with applicable ASTM's except C-31. 10.1.2 -*recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 5150, Rev 3, 1-0 MAYES TESTING ENGINEERS, INC ...,�.�• - CONCRETE LABORATORY TEST REPORT Project Name: Southcenter Mali Parking Garage A Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client: Westfield America - WA Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Air Temperature: 82°F Weather: Sunny Product: Concrete Supplier: Cadman Ticket Number : 656943 MixDesign ID : 581081R rSample Temp. Initial Storage Temp.- , (ASTM C1064) (ASTM C31) FIELD DATA ASTM C31 and C172 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/24/06 Sample Set (D: 11511 Permit # (s): D06-072 Original: Revised: fl Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,471.0 lbs Coarse Aggregate 3/8" 471.0 lbs Fine Aggregate 1,382.0 lbs Water 239.0 lbs Fly Ash 76.0 lbs Cement—Type I & II 469.0 lbs HRWRA 13.9 oz MRWRA 20.2 oz Entrained Air (ASTM C231) 83°F NR NR 1 Water/Cement Ratio:1-Slump (ASTM C143) j I Sample(s) Recd: 0.439 6" 07/28/06 Required Strength (f c): Placement Location and Notes: 4000 psi @ 28 days Set I: Column (Level 1-2) at building lines: D, E/4. Cast at 3 yards at 12 pm. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code H7/27/06 j 0071 1 5388 i _ 08/03/06 ir 7 1 4x8 ' _ 57800- L 4.02 12,69- L 4550 J L NA ' L07/27/06j [0071 L 5389 r 08/24/06 28 1, 4 x 8 _; [ 77985 1_.. 4.01 12.63j [ 6170 7 NA -1" 07/27/06 i L 0071 1E5390 i 08/24/06 ] L 28 IL 4 x 8 7 [i305a6 4 011 L1 2.6311 6380 11 NA 1" [07/27/06 j L 0071 7 L 5391 1' 08/24/06 1r28 I [4 x 8 L81564 1 4.01 11 12.631 I 6460 NA 1" Remarks: Inspector(s): Robinson, T. Reviewed by: Tested by: Simmons, N. Denn' Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC AUG 2 9 ?046 o�oM�U CONCRETE LABORATORY TEST R P� Project Name: Site Address: Client: Engineer: Contractor: Federated Warehouse 17000 Southcenter Pkwy Tukwila, WA MA Mortenson Construction MA Mortenson Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6169 08/23/06 11669 Permit # (s): 06-050406 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65°F [WaterCement Ratio: 0.435 73°F Sunny Concrete Miles 115650 0442A FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Ingredient Initial Storage Temp. r Entrained Air j (ASTM C31) (ASTM C231) NR 5.6% r 3iump (ASTM C143) � { Sample(s) Rec'd: 5" 08/16/06 [`Placement Location and Notes: Weight (per cu.yd) Coarse Aggregate 3/4" 1,851.0 lbs Fine Aggregate 1,293.0 lbs Water 245.0 lbs Cement—Type I & II 563.0 lbs MRWRA 34.3 oz AIE Admix 7.0 oz Required Strength (cc): 4000 psi @ 28 days Footings for new loading dock levelers. Levelers 1 to 5 as counted from the east to west. 13 gallons of water added. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) L0..8/15106 ] r_0001 X026 ] l 08/22/06 ] 7 j 4 x 8 1; 4316.5_174.01 1 12.6311 3420 L08/15/06 1 0001 P6027 '; og/12/06] . 28.1 i._4 x 871 T _o oo] L_o.00 ] Loa/15106] 0001 ] 6028—i I-09/12/06] [28 �; L4 x 8_11 -- ---1 Lo. oo] ro.00 [08/15/06] 0001] 6029 1 109/12%06] T2s1 4 x 8 p r o.00] [ 0.00-1 Remarks: Inspector(s): Morrison, L. Tested by: Quehl, D. Reviewed by: Failure Code w NA NA NA ;' A De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form /0150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC RECEIVED AUG 2 4 2006 commuNiTy MTE NO: T6100 D VELOPA NT PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 77 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-16-06 Weather: Partly Cloudy Inspection: Structural Masonry and Epoxy Samples: N/A Emelt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 5032$1.7515 fax 503.281.7579 MTE inspector arrived on site and performed epoxy rebar inspection at garage A. Four #5 bar placed at exterior footing for vertical connection for CMU connection at elevator door opening grid line J at 6. Holes were roto -hammered to size and depth, cleaned with air and brush. #5 bar placed with Simpson Strong Tie Set 22 Epoxy. Epoxy dowel placed per plans and manufacturers specifications. Structural brick veneer inspection at grid line and elevation, as follows; N from 1 to 1.4, N from 2.8 to 3, N from 4 to 4.2 from 2'-8" to 8'-8". Brick placed in running bond with Type S Mortar. Bond beam reinforcing placed in conformance with approval plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary. JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim Gibson Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 76 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mali Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-15-06 Partly Sunny Structural Steel N/A RECE(VEDE,,,,mn office, AUG 2 4917 -134th Street SW 2006 suite , -WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma omce 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 DEVELOPMENT Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed visual inspection of rebar to pile connections at 6/A, 2 piles at 5/B and 5 piles in SW -1 footing at 51A. Minor corrections needed and made with representative present. Weldments visually acceptable; workmanship per AWS. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Sums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McCmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen • Dave Larson, City of Tukwila INSPECTOR: Skip Szurek r �• is Sanborn, Branch Manager ea- MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED Tacoma AUG 2 4 2OO 0029 2Tacoma way Tacoma WA 98499 COMMUNITY ph 253.584.3720 DEVELOPMENT fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/21/06 Sample Set ID: 11476 Permit # (s): D06-072 Original: V Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 85°F Cloudy Concrete Cadman 655319 631081 R Sample Temp. ! initial Storage Temp: r (ASTM C1064) 1 (ASTM C31) 81°l= NR Water/Cement Ratio: SIump (ASTM C143) j 0.401 6" [Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Entrained ir (ASTM C2A31) NR Sample(s) Recd: 07/22/06 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,466.0 lbs Coarse Aggregate 318" 425.0 lbs Fine Aggregate 1,380.0 lbs Water 240.0 lbs Fly Ash 85.0 lbs Cement -Type I & II 513.0 lbs HRWRA 10.0 oz MRWRA 28.4 oz Required Strength (f'c): 5000 psi @ 28 days Set I: Shear wall (level 1-2) at lines: G -J11. Columns (level 1-2) B -C/2. Cast at 6 cubic yards total at 11:05 am. 4000 @ 28 for columns. Date Made L07/21/061 07/21/06] TOT/21/06j 07/21/06_1 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample * Lab * Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code D070 kl 5251 IL07128106 ]L7 L00761 525211 08118106E 6 P -41.4 x 888 rr i 6842705_11j144'.70°33- 95 ] [4_fl0 ] 1222...5777664 2.57 5420 4 NA 1 • —/W -c8 _1 1 89950_1 l_ 4.03-1 [ 12176] 7050 NA 1' 9 13 i' 0070 5253 -� L08/18/06i [_] fl 5254 11 08/18/061 Lz81 0070 Inspector(s): Robinson, T. Tested by: Simmons, N. Reviewed by: / 44 De s Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are nol required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording geld temperature Information in this report applies only to the actual samples tested and shall not be reproduced without,* approval of Mayes Testing Engineers, Inc. MTE Form M150, Rev 3.7-0 MAYES TESTING ENGINEERS, INC L 5 5 5 Client: Westfield Contractor: JTM RECEIVED MASONRY PRISM TEST REPORTTS L 2 4 2006 MMUNITY ELOPMENT Project: South Center Garage A Job # Permit # D06-072 Date Rec'd: Date Issued: Original Revised Tacoma Office 40029 S Tacm a Way Sue E2 Tacoma, WA98499 ph 253.584.3720 fax 253.5843707 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design F'm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: Remarks/Locations: 7/29/06 CMU 8" 1900 1500 psi 7/31/06 Yes X 68 71 74 FIELD DATA Mortar Producer: Design fc/28 days: Mix Proportions: Cement: Lime: Sand: Water: Grout Producer: No ❑ Design fc128 days: Mix Proportions: Cement: 658# Sand: 1997# Fairweather Masonry 1 sac ' sac 24 shovels As needed Stoneway 2000 psi Gravel: 907 #(3/8) Water: 318# WRA: N/A First lift of CMU walls, column cover and shearwall cover on 6 line from A -L. Sample #: 1 Compression Test Machine Information: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 1 1/4" Provided Lower Bearing Plate Thickness: 1 %" COMPRESSION TEST RESULTS ASTM C1314 TESTED BY: M. Gordon INSPECTOR: Tom R REVIEWED BY: inso Legend: Ca -Conical Break, CSh: Cone & Shear, CSp: Cone & Split. T13: Tension Break. SCS: Semi -Conical Break SW Shear Break, FSS: Face Shell Separation information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Date Grouted Total Net Area Strength PSIIWith Type of ab # Tested Age '-Yes No H!T Factor Load/Lbs Sq. In. PSI H/T Factor Fracture 784 8-7-06 7 X 2.06 1.0048 165155 53.77 3071 3090 CSh 785 8-28-06 28 X 786 8-28-06 28 X TESTED BY: M. Gordon INSPECTOR: Tom R REVIEWED BY: inso Legend: Ca -Conical Break, CSh: Cone & Shear, CSp: Cone & Split. T13: Tension Break. SCS: Semi -Conical Break SW Shear Break, FSS: Face Shell Separation information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC -RECEIVED 'AUG 22 2006 MTE NO: T6100 COMMUNITY PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 75 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-15-06 Weather: Cloudy Inspection: Structural Masonry Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9380 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacorna, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for structural masonry inspection at Garage A. Grout was placed at gridline and elevation as follows: N form 1 to 1.4, N from 1.6 to 2.2, N from 2.8 to 3, N from 4 to 4.2 from top of footing to 2'-8" height. Reinforcing steel placed in conformance with approved plans. Design Mix Fine Masonry Grout mixed on site and pumped to placement, vibrated to consolidate. All CMU cells grouted solid with 3 cubic yards total. Brick placed in running bond with Type S Mortar at N line from 2'-8" to various elevation, CMU placed in running bond at elevator from 4'-O" to 6'-8". Bond beam reinforcing placed in conformance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim Gibson en + is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006-072 Page 74 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-14-06 Weather: Sun Inspection: Structural Masonry and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 MTE inspector arrived on site for an epoxy rebar inspection at Garage A. (38) #5 bars placed at exterior footing for vertical connection for CMU veneer. Holes roto -hammered to size and depth, cleaned with air and brush. #5 bar placed with Simpson Strong Tie Set 22 Epoxy at grid lines: N from 4 to 4.2, N from 2.8 to 3, N from 1.6 to 2.2, N from 1 to 1.4. Epoxy dowels placed per plans and manufacturers specifications. Correction at inspection: Abandoned roto -hammered holes at foundation for CMU wall at elevator filled with epoxy to seal holes. Structural masonry inspection of CMU walls and brick veneer placed in running bond with Type S Mortar at grid lines elevation as follows: N to M to 5.8 to 6 from 11'-4" to 13'-4". Equipment room: M.2 to N from 4.8 to 5.5 from 4'-8" to 6'-8". Reinforcing steel at bond beams placed in conformance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim Gibson Reviewed by: is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 73 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-11-06 Weather: Cloudy Inspection: Tendons, Resteel and Masonry Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.564.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed Fairweather Masonry working on installation of the third lift of BMU wall at lines: M -N/5-6 (angled wall). MTE continued inspection of resteel and tendons for the level 2/zone 4 slab and beams. Counted tendons and checked tendon profiles of distributed and added tendons for the level 2/zone 4 slab. Tendons were found to be per plan. Corona Steel is completing the bottom mat for the slab and starting the top mat. Work left to complete: 1. Complete bottom resteel around slab perimeter. 2. Complete top resteel. 3. Adjust some of the dead end tendon heads for clearance at beams 4. Add beam tie cap steel at some locations near columns. 5. Complete resteel in corners per detail 17 on S 3.13. Spoke with electricians about light fixture box and connecting conduit. On the ramp section the boxes interfere with the location of one of the tendons. Some conduit locations on the Slab also interfere with tendon location. Did not talk with Steve (Electrical foreman) but with the electrician performing the installation who stated that he would make the proper adjustments. Prepared tendon stressing paperwork for the Level 2 / Zone 4 slab. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: 4 V ., ' are' is Sanborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 72 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-10-06 Weather: Cloudy Inspection: Tendons, Resteel and Masonry Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and continued inspection on brick veneer wail being installed as shearwall cover at lines: N14.8-5.2. Anchor ties are being installed per plan. Performed final inspection of resteel and observed Fairweather Masonry grouting BMU wall (2nd lift) at lines: M - N/5 -6 (angled wall). Resteel is per plans. Fairweather mixed grout on site using Mutual/Target Professional Design Mix Grout. Grout was properly consolidated. Fairweather Masonry started installation of the first lift of CMU walls for storage rooms at building lines: H -K/3-4. MTE continued inspection of resteel and tendons for the level 2/zone 4 slab and beams. Checked resteel, counted tendons and checked tendon profiles for the beams in the Level 2/Zone 4 slab. Resteel and tendons were found to be per plan. Corona Steel is completing the bottom mat for the slab and has started installation of distributed and added slab tendons. Work in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: nnis Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project Name: Southcenter Mall Parking Garage A Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client Westfield America - WA Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/16/06 Sample Set ID: 11431 Permit # (s): D06-072 Original: WI Revised: El Air Temperature: 74°F Weather: Partly Cloudy Product: Concrete Supplier: Cadman Ticket Number : 654107 MixDesign ID : 661281 FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Sample Temp. , Initial Storage Temp. I Entrained Air (ASTM C1064) I (ASTM C31) I (ASTM C231) 76°F NR NR {Water/Cement Ratio: i ' Slump (ASTM C143) 1! Sample(s) Recd: 1 Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,435.0 Ibs Coarse Aggregate 3/8" 418.0 lbs Fine Aggregate 1,350.0 lbs Water 246.0 Ibs Fly Ash 105.0 Ibs Cement—Type 1 & II 551.0 lbs HRWRA 40.0 oz Delvo 10.9 oz 0.375 7" 07/19/06 Required Strength (fc): [Placement Location and Notes: 5000 psi @ 28 days Set V: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines M/5.9 at 404 cubic yards at 11:OOam. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code [ 07/18/06 0067 -FC 5276 1-07/21/0 3 J I 4x8 j L 43850 1: 4.10 [ 13.20 j I 3320 ,' i NA I 07/18/06 07/18/06 07/18/06 1 00671 5064 j 1 07/25/06 i T71 5065 08/15/06 J 5066 I 4x8 0067 0067 1 07/18/06] L 0067 Remarks: 28 4x8 4x8 5067 08/15/06 08/15/06] 28 28 85380 105345 1 111695 4x81L1106601 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 4.00 4.03 L4.03 4.03 12.57 1 12.76 12.76 12.76 Reviewed by: Dennis Sanborn Branch Manager 6790 l 8260 NA NA R • 8760 1L. NA }" 8680 NA i' NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this repot applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. PATE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 251584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/16/06 Sample Set ID: 11430 Permit # (s): D06-072 Original: Revised: LJ Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : 73°F Partly Cloudy Concrete Cadman 654061 661281 i Sample Temp. Initial Storage Temp. (ASTM C1064) i (ASTM C31) 75°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio:8 [ Slump (ASTM C143) 0.377 7" Placement Location and Notes: Sample(s) Recd: 07/19/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & it HRWRA Delvo Required Strength (fc): 5000 psi 28 days Weight (per cu.yd) 1,437.0 lbs 418.0 lbs 1,358.0 lbs 247.0 lbs 105.0 lbs 550.0 lbs 39.8 az 11.0 oz Set IV: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines F/5.3 at 330 cubic yards at 9:50am. Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age Size (in) Load (fbs) Dia (in) Surface Strength (psi) Failure Code 07/18/06 1, 0066 11 5060 107/18/06J 0066 5061 L 0066J 5062 r 5063 07/18/06 L07/18/06j Remarks: 0066 r 07/25/06) j 7 I j 4 x 8 8185521 4.00 J l 12.57 11 6510 [ NA j r 08/15/06 [j8J 4 x 8 10804C J 4.01 12.76 J 08/15/06_1 28 j 4 x 8 1106410 It 4.03J 08/15/06 28 [ 4 x 8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 101055 4.03 12.76 12.76 Reviewed by: Dennis Sanborn Branch Manager 8470 8340 NA NA • • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTS Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/16/06 11429 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 69°F Partly Cloudy Concrete Cadman 654011 661281 Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,351.0 lbs Water 245.0 lbs Fly Ash 106.0 lbs HRWRA 39.9 oz Cement --Type 1 & lI 551.0 lbs Delvo 10.9 oz Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 72°F NR NR {Nater/Cement Ratio: I r§ump (ASTM C143) 7 Sample(s) Recd: 0.373 7.5" 07/19/06 Required Strength (Pc): ;Placement Location and Notes:I 5000 psi @ 28 days Set III: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines G/2 at 232 cubic yards at 8:25am. Date Made Sample # Lab # 07/16/06 0065 -FC L5275 1_07/18106J D065 5056 5057 07/18/06 L_Q7/18/06 07/18/06 Remarks: 0065 1. 0065 L0065 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 07/21/06_11_3j 4 x 8 4399(U j 4.00 1---12.57 3500 07/25/06]L7]I 4x8 J 8909011 08/15/06 5058 [ 08/15/06 5059 08/15/06 28 28 28 4 x 8 4x8 j } 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 100070 99520] 101995 4.00 4.03 H12.57 12.76 4.03 11 12.76 4.03 j 12.76 Reviewed by: NA j 7090 f NA 7850 7800 8000 L_NA j " NA Denn' Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form #150, Rev 3, 7-0 1029101 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/16/06 Sample Set ID: 11428 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62°F Partly Cloudy Concrete Cadman 653951 661281 lr tial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 • 68°F NR Water/Cement Ratio: 1 I Slump (ASTM C143) Entrained Air (ASTM C231) NR 0.375 7.25" Sample(s) Rec'd: 07/19/06 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Delvo Required Strength (fc): Weight (per cu.yd) 1,436.0 414.0 1,347.0 247.0 106.0 552.0 37.9 10.9 Placement Location and Notes: j 5000 psi @ 28 days Set II: Level 2 slab at building lines: G -N/4-6. Cast at approximatley lines J/4.8 at 126 cubic yards at 6:50am. lbs lbs lbs lbs lbs lbs oz oz Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and Cfi11 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code X07/18/06 07/18/06 L0064 0064 5052 ,1 07/25/06 5053 108/15/06 1 1.07118/0611 0064 IL 5054 5055 08/15/06 1 07/18/06 Remarks: 0064 08/15/06 1 7 28 4 x 8 1L63740 8374.0_) L4.00__I 112.57 11 6660 ; L NAS 4.011 12.76 4x8 [8 II 4x8 28 Inspector(s): Robinson, T. Tested by: Simmons, N. 4x8 Ferrell-Wym 105735 100740 4.03 4.03 12.76 8290 7900 12,76 8070 Reviewed by: NA NA NA Den Is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MITE Form 5150, Rev 3, 7-0 08/15/06 , MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/16/06 Sample Set ID: 11427 Pemiit # (s): D06-072 Original: Revised: ❑ Air Temperature: Weather. Product: Supplier Ticket Number : MixDesign ID : 61°F Partly Cloudy Concrete Cadman 653936 661281 I Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 70°F 1 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR NR IMix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement–Type 1 & II HRWRA Water/Cement Ratio:1 [ Slump (ASTM C143)1I Sample(s) Redd: M 0.377 7" i 07/19/06 Required Strength (f c): 5000 psi @ 28 days Placement Location and Notes: Weight (per cu.yd) 1,438.0 413.0 1,371.0 247.0 106.0 549.0 39.8 Set I: Level 2 slab at building lines: G -N14-6. Cast at approximatley lines K/4.3 at 15 cubic yards at 5:20am. lbs lbs lbs lbs lbs Ibs oz Date Made Sample * Lab # I 07/18/06 I 10063) 5048 [07/18/06 L07/1 8/061 07/18/06 Remarks: 0063 0063 0063 5049 5050 5051 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Load (Ibs) Dia (in) 76040 I L 4.00 281 4 x 8 98790 , L28J L-4 x 8_11 97230 Date Tested Age 07/25/013 j 7J 08/15/06 08/15/06 Size (in) 4x8 28 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Simmons, N. 102060 4.03_1 4.03 4.03 Surface Strength (psi) Failure Code 12.5L E 6050 12.76 12.76 12.76 Reviewed by: NA j 7740 7620 8000 NA NA NA s4/ Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form e150, Rev 3, 7-0 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/17/06 11449 Permit # (s): D06-072 Original: WI Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 86°F Cloudy Concrete Cadman 654965 581081R FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 81°F NR r Entrained Air (ASTM C231) NR Slump (ASTM C143) 1 r Sample(s) Recd: 7" 07/21/06 Placement Location and Notes: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,400.0 lbs Coarse Aggregate 3/8" 495.0 lbs Fine Aggregate 1,308.0 lbs Cement—Type I & II 469.0 lbs HRWRA 13.3 lbs MRWRA 27.8 lbs Required Strength (fc): 4000 psi @ 28 days Column (level 1-2) at building lines: G, H, J/3; A/1. Cast at 3 cubic yars at 12:OOpm. Date Made Sample 07/20/06 0069 LQ7/20/06J L.00_§_91107/20/06 Remarks: 07/20/06 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 0069 11_1- Lr 5137 L 07/27/06 J [71 4 x 8 11 6129 4.02 1L12.69 12.69 i L 4830 j_ NA 5138 1( 08/17/061 [28J L4 x 8 1 L82755 5139 i 08117/06) 2s 81310 1 5140 1 08/17/06 (8� 4 x 8 l 75970 0069 4x8 Inspector(s): Robinson, T. Tested by: Barber, G. 4.01 12.63 12.63 6550 6440 6020 Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 08/17/06 Sample Set ID: 11441 Permit # (s): D06-072 Original Revised: ri Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 66°F Sunny Concrete Cadman 654321 661281 Sample Temp. I (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual 'Initial Storage Temp. r Entrained Air (ASTM C31) (ASTM 0231) 72°F NR NR 1 Water/Cement Ratio:I I Slump (ASTM C143) 1 r Sample(s) Rec'd: 0.375 6" 07/20/06 Placement Location and Notes: 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,434.0 lbs Coarse Aggregate 3/8" 414.0 lbs Water 246.0 lbs Fly Ash 106.0 lbs Cement–Type 1& II 550.0 lbs HRWRA 36.0 oz Required Strength (Pc): 5000 psi © 28 days Ramp slab (level 1.5-1.75) at building lines: G -K/3-4. Columns (level 1-2) at lines: G/2; D/3; F/4. Cast at 6 cubic yards at 8:OOam. Date Made Sample # Lab # L07/19/06 0068 -FC! i 07/19/06_1 L0066 [07/19/06 07/19/06 0068 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 5277 07/22/06 L3L 4x8 5102 j 07/26/06 F7 f F 4 x 8 5103 ' [ 08/16/06 0068 1 510408/16/06 07/19/06 1 0068 5105 R 08/16/06 Remarks: 28 Co856 72400 4 x 8 1103110 28 28 4.02 4.02 4.02 1 12.69 12.69 12.69 4010 5700 8120 NA NA NA 4 x 8 i t 9814Q 1_12.69 j[ 7730 IL NA 4 x 8 i[ 97975 j 4.02 I L 12.69 1T-7720 NA 4.02 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. Reviewed by: Den Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MITE Form 1150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 71 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-9-06 Partly Cloudy Tendons, Resteel, Masonry and Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 R rtland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and continued inspection on brick veneer wall being installed as shearwall cover at lines: N/4.8-5.2. Anchor ties are being installed per plan. Fairweather Masonry is continuing construction of BMU Wall (2nd lift) at lines: M-N/5-6(angled wall). Observed installation of #5 dowels for CMU walls to be installed for storage rooms under main level ramp at building lines: H -K13-4. Holes were drilled to the proper depth, well cleaned, then dowels installed using Hilti HY-150 (expiration date: 2/07) on the first six holes, the rest were completed with Simpson Set 22 (expiration date: 1/08). Continued inspection of resteel and tendons for the Level 2 / Zone 4 Slab and Beams. Work in progress To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson RECEIVED AUG 21 2006 DEVEt.OPMi COMMUNI Reviewed by:: is Sanborn, Branch Manager cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 67°F Partly Cloudy Concrete Cadman 653702 631081 R FIELD DATA ASTM C31 and C172 Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/14/06 11414 Permit # (s): D06-072 Original: Revised: Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Sample Temp. 'Initial Storage Temp. - Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 72°F NR NR Water/Cement Ratio: r . Slump (ASTM C143) - Sample(s) Rec'd: i 0.391 7" Placement Location and Notes: 07/18/06 Required Strength (tic): 5000 psi @ 28 days Shearwails (level 1-2) at building lines: N/1.7-2.2; L.8 -N/1. Cast at 6 cubic yards at 11:55am. Weight (per cu.yd) 1,470.0 lbs 423.0 lbs 1,377.0 lbs 234.0 lbs 85.0 lbs 514.0 lbs 10.3 oz 28.5 oz Date Made Sample * Lab # i /06 ! L02111 1-007/17 711 7/0 L006206 i 1 49994998 L0_7/17A".)__6 J 1 4062 1 5000 1.07117/06 i T 006 r5001 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code '1 07/24/06 i iii T 4 x 8 j { ! 0.00 L0.00 i ; ; NA f 08/14/06 J 28 4 x 8_ i 837201 4.02_1 12.69 ; 6600 _IL NA j' 108/14/06 28 L 4 x 8 11 84415 L4 02 112.69 I L 6650 ._J NA 1" 08/14/06 i L28 L 4 x 8 L82135 82135 ' i 4.02 1` 12.69! r 6470 1 I NA 1* Remarks: Sample #4998 was not able to be tested 7/24/06 MG. Inspector(s): Robinson, T. Brown, G. Tested by: Gordon, M. RECEIVED AUG 2�1'' 2006' CPM OPNFNT 06 Reviewed by: De anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. MFE Form tt50. Rev 3, 7-0 MAYES TESTING ENGINEERS, INC MASONRY PRISM TEST REPORT Project: South Center Garage A Client: Westfield Contractor: JTM Job # Permit # Date Rec'd: Date Issued: Original Revised T6100 D06-072 8-6-06 8-12-06 El 0 Tacoma Office 10029 S Taccma Way Suite E2 Tacontia, WA 964.99 ph 53.584.3720 fax 253.5843707 Date Laid: Type of Unit: ASTM/UBC Spec: Size of Unit: Unit PSI Req.: Design Pm: Date Grouted: Mortar/Grout as spec: Air Temp: Mortar Temp: Grout Temp: Remarks/Locations: 7129/06 Clay Brick C652 8° 3350 psi 1500 psi 8/4/06 Yes X 74°F 61°F 62°F No ❑ FIELD DATA Mortar Producer: Design fc/28 days: Mix Proportions: Cement: Lime: Sand: Water. Grout Producer Design fc/28 days: Mix Proportions: Cement: N/A Sand: N/A Fairweather Masonry 1 sac % sac 24 shovels As needed Fairweather Masonry 2000 psi Gravel: NIA Water: As Needed WRA: N/A First lift of CMU walls © lines: N/4.8-5.2; M -N/5-6 (angled wall). First lift of BMU Column Covers at building lines C, D, E, F/6. Sample #: 2 Compression Test Machine Information: Diameter of Spherical Seat: 7° Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS ASTM C1314 1 w 1'/." Lab # Date Tested Age Grouted HIT Factor Total Load/Lbs Net Area Sq. In. Strength PSI PSI/With HIT Factor Type of Fracture Yes No 5802 8-11-06 7 X 2.9 1.064 106645 39.14 2724 2900 FSS 5803 9-1-06 28 X 5804 9-1-06 28 X Reg: Mark Gordon AUG 21 2006 INSP C OR: Tom Robinson REVIEWED BY: COMMUNITY DEVELOPMENT Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi.0 ical Break SH: Shear Break, FSS: Face Shell Separation Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: Revised: Li Tacoma 10029 S. Tacoma War Suite E-2 Tacoma WA 98499 ph 253.5841720 fax 253.584.3707 T6100 08/04/06 11356 D06-072 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 62°F Partly Cloudy Concrete Cadman 650977 581081R Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Ingredient Ini IaI Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 73°F NR NR Water/Cement Ratio:1 Slump (ASTM C143)1 I Sample(s) Rec'd: 0.413 7" Placement Location and Notes: 07/08/06 Weight (per cu.yd) Coarse Aggregate 3/4" 1,134.0 lbs Coarse Aggregate 3/8" 806.0 lbs Fine Aggregate 1,238.0 lbs Water 249.0 lbs Fly Ash 85.0 lbs Cement—Type I & II 518.0 lbs HRWRA 10.0 oz MRWRA 27.7 oz Required Strength (fc): S000 psi @ 28 days Shear walls level 1-2 (5,000 at 28 days) at lines: A!4.8-5.2; A -B.2/6. Columns level 1-2 (4,000 at 28 days) at lines: G/3; G, H/4. Ramp slab on grade (3,000 psi at 28 days) at lines: K -N/3-4. Cast at 6 cubic yards at 7:10am. Date Made LQ7/07/O6 07/07/06 07/07/06 07/07/06 ] Remarks: Sample # Lab ] 0059 1 0059 1 0059 0059 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code r 4756 11 07/14/06 4757 1 08/04/06 4758 i 1 08/04/06 ] 28 1 28 i 4x8 T4xs 4x8 4x8 4759 ' 108!04/06 28 Inspector(s): Robinson, T. Tested by: Barber, G. RECEIVED AUG 21 2006 DCOMMUNITY EVELOPMENT Ferre it-Wym 47885 67960 68035 68040 4.00 4.02 4.02 4.02 12.57 12.69 12.69 12.69 Reviewed by: 3810 5350 5360 5360 NA j' { NA ' Den ' Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 70 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 -: +i.�4.w�--... .... _.._ RECEIVED AUG 14 7006 DkyQUN17y SOUTHCENTER MALL PARKING GARAGE A -ONr 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-8-06 Partly Cloudy Tendons, Resteel, Structural Masonry, Epoxy and Structural Steel N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503281.7579 MTE inspector arrived on site and continued inspection on brick veneer wall being installed as shearwall cover at lines: N/4.8-5.2. Anchor ties are being installed per plan. Fairweather Masonry is continuing construction of column covers (from 6'-10' above slab on grade at lines: C, D, E, and F/6. Observed installation of #5 dowels for CMU walls to be installed between lines H -J/5.8-6 (elevator room). Holes were drilled to the proper depth, well cleaned, then dowels installed using Hilti HY-150 (expiration date: 2/07). Continued inspection of resteel and tendons for the level 2/zone 4 slab and beams. Work in progress To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: I1.141 fL— ennis Sanborn, nch Manager MAYES TESTING ENGINEERS, INC. RECEIVED AUG f 4 20061 MTE NO: T6100 COMMUNITY PROJECT: SOUTHCENTER MALL PARKING GARAGE A DEVELOPME Address: 633 Southcenter Mali Blvd Tukwila, WA PERMIT NO: D06-072 Page 69 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-7-06 Weather: Partly Cloudy Inspection: Tendons, Resteel, Structural Masonry, Epoxy and Structural Steel Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Thcome Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed masonry inspection on brick veneer walls being installed as shearwall cover at lines: N14.8-5.2. Anchor ties are being installed per plan. Started inspection of resteel and tendons for the level 2/zone 4 slab and beams. Work in progress. Performed visual weld inspection of the connection of neoprene pad cover plates to embeds, per detail 9/ S 3.9, at column corbels on building lines: D, E, F/4. Welds are acceptable per plan and AWS D1.3. Performed inspection of resteel for shearwall (level 2-3) at building lines: G -J/6. Resteel acceptable. Need to check clearances prior to concrete placement. Out of tolerance tendon elongations for Level 2 / Zone 3 (see Inspector Robinson report of August 4, 2006) have been accepted by the Structural Engineer and approval to cut tendon tails has been given (see attached engineer approval). CORRECTIVE ACTIONS TAKEN: Out of tolerance tendon elongations for level 2/zone 3 have been accepted by structural engineer. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by:j Dennis Sanbor ranch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Sample(s) Recd: II MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. RECEIVED AUG ;14 2006 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/08/06 11380 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather. Product: Supplier Ticket Number : MixDesign ID : 56°F Partly Cloudy Concrete Cadman 651853 581081 R Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. 1 Entrained Air (ASTM C31) (ASTM 0231) 71°F NR NR [Water/Cement Ratio: 0.427 Slump (ASTM C143) 6.25" :Placement Location and Notes:! 07/12/06 IMix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Required Strength (Vc): 4000 psi @ 28 days Column level 1-2 at building lines: L, M/1; J, K, L, M, N/2; F/3. Cast at 3 cubic yards at 7:OOam. Weight (per cu.yd) 1,471.0 lbs 471.0 lbs 1,390.0 lbs 234.0 lbs 80.0 lbs 468.0 lbs 13.0 oz 20.5 oz Date Made Sample 0 Lab T07/11/06-1 07/11/061 07/11/06 07/11/06 Remarks: 0060 ooso 0060.1 0060 4854 1 4855 4856 485 COMPRESSION TEST RESULTS (ASTM C39, 07231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 07/18/06 08/08/06 l 08/08/06 08/08/06 7 4x8 [281 4x8 1 28 28 Inspector(s): Robinson, T. Tested by: Barber, G. 4x8 4x8 5660 I 86015 81985 84040 4.00 4.01 4.01 F4.01 12.57 12.63 H12.63 1 12.63 Reviewed by: 4430 6810 6490 NA NA NA a Den Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Fprm IF150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. RECEIVED Tacoma AUG 14 100rlOO2 E 2Tacoma Way Tacoma WA 98499 µ - COMMUNITY ph 253.584.3720 OPMENT fax 253.584.3707 CONCRETE LABORATORY TEST REPO Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/08/06 Sample Set ID: 11556 Permit # (s): D06-072 Original: Revised: 0 Air Temperature: Weather Product Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 657990 cad -661281 Sample Temp. rinitial Storage Temp. j [ (ASTM C1064) 1 (ASTM C31) i1 68°F NR l Water/Cement Ratio: 0.385 Slump (ASTM C143) 7" Placement Location and Notes:1 FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Entrained Air (ASTM C231) 1 NR L Sample(s) Rec'd: 08/02/06 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type! & II HRWRA Required Strength (Vc): 5000 psi @ 28 days 1,434.0 lbs 417.0 ibs 1,355.0 lbs 252.0 lbs 105.0 lbs 549.0 lbs 35.7 oz Set I: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines 112.8 at 75 cubic yards at 5:00 am. Date Made Sample # Lab i 08/01/06 08/01/06 , 08/01/06 08/01/06) Remarks: 0074 0074 0074 0074 5574 5575 5576 5577 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 08/08/06 08/29/06 08/29/06 08/29/06. , L?l 4x8 28 28 28 71120 4x8.)[ 1 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. Surface Strength (psi) 1101 -1L12.63 0.00 0.00 0.00 0.00 0.00 0.00 Reviewed by: Failure Code 5630 _11 NA 1* 1 NA NA • Denn s Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form *150, Rev 3, 7-0 1 5580 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor RECEIVER- asoma AUG 1 4 200 1002E . Tacoma Way COMMUNITY ph 253.5884. 20 DEVELOPMENT fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/08/06 Sample Set ID: 11557 Permit # (s): D06.072 Original: [i]/ Revised: LI Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 69°F Partly Cloudy Concrete Cadman 657997 cad -661281 69°F Initial Storage Temp. (ASTM C31) NR 1 Water/Cement Ratio: j Slump (ASTM C143)1 1L. 0.379 7 1/2" [Placement Location and Notes: 1 FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Entrained Air (ASTM C231) NR 1 Sample(s) Rec'd: 08/02/06 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA Required Strength (fc): 5000 psi @ 28 days 1,438.0 lbs 416.0 Ibs 1,357.0 lbs 249.0 lbs 105.0 Ibs 552.0 lbs 36.0 oz Setif: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines H/2.5 at 155 cubic yards at 5:30 am. Date Made Sample * Lab* 08/01/06 08/01/06 08/01/06 08/01/06 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 0075 ] 5578 0075 0075 0075 5579 5581 I 08/08/06] 08/29/06 LAM 08/29/06 7 28 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 9255 4.01 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.63] 5480 0.00 0.00 0.00 Reviewed by: r NA NA NA Denn' • Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form %1 50, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: RECEIVEq'acoma 'AUG 14 2000101Ite E 2 Tacoma Way Tacoma WA 66496 DCOMMUAlay Ph 253.584.3720 F1OP,llif N7 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/08/06 Sample Set ID: 11559 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 61°F Partly Cloudy Concrete Cadman 658034 cad -661281 Initial Storage Temp. (ASTM C31) Sample Temp. (ASTM C1064) 71°F Water/Cement Ratio: 0.376 1 NR LSiump (ASTM C143) 7 1/2" [Placement Location and Notes: FIELD DATA ASTM C31 and 0172 Actual Mix Proportions: Entrained Air (ASTM C231) NR Sampfe(s) Rec'd: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & 11 HRWRA 08/02/06 Required Strength (Vc): 5000 psi 28 days Weight (per cu.yd) 1,436.0 lbs 418.0 lbs 1,350.0 lbs 252.0 lbs 117.0 lbs 553.0 lbs 3.5 oz Set IV: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approx lines M/1.7 at 325 cubic yards at 8:00 am. Date Made Sample 11e 08/01/06 I 08/01/06 , 08/01/06 0077 0077 0077 108/01106) L_0077 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Lab s Date Tested Age Size (in) Load (lbs) Dia (in) 5588 5589 5590 08/08/06 08/29/06 08/29/06 5591 I L_08/29/06_ 7 28 28 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Femelius, C. Tested by: Barber, G. 67690 4.01 0.00 0.00 0.00 Surface 12.63 0.00 0.00 0.00 Reviewed by: Strength (psl) Failure Code L NA J• • • 5360 NA NA Den s Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31,10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE Form 1150, Rev 3, 7-0 Placement Location and Notes: 1 MAYES TESTING ENGINEERS, INC 11111111111111111111111111111 Project Name: Site Address: Client Engineer Contractor RECEIVED AUG 14 200029 s Tara Way COMMUNITY Suck E-2 DELoRmENTTacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/08/06 Sample Set ID: 11558 Permit # (s): D06-012 Original: Revised: Air Temperature: Weather. Product Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 658006 cad -661281 i Sample Temp. (ASTM C1064) 1 69°F Water/Cement Ratio: M Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and 0172 Actual Mix Proportions: �—Entrained Air (ASTM C231) NR 0.376 NR Slump (ASTM C143) II_ Sample(s) Recd: : ! 8" 08/02/06 Ingredient Weight (per cu.yd) Coarse Aggregate 314" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement–Type I 8,11 HRWRA Required Strength (fc): 5000 psi 28 days 1,436.0 Ibs 418.0 Ibs 1,350.0 Ibs 252.0 lbs 117.0 Ibs 553.0 Ibs 35.5 oz Set III: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approximate lines J/2.1 at 221 cubic yards at 6:40 am. Date Made Sample # Lab# f 08/01/06 j 0076-FCII ! 5582 } 08/01/06 08/01/06 08/01/06 1 08/01/06) Remarks: 0076 0076 0076 0076 5584 5585 5586 5587 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 08/03/06 i 08/08/08 08/29/06 08/29/06 08/29/06 L2JL4x8 7 28 28 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 48755 74270 4.00 4.01 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.57 12.63 0.00 0.00 0.00 Reviewed by: 3880 5880 NA NA NA NA Den ' anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies ony to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE Form N150, Rev 3, 7-0 08/01/061 5595 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor: RECEIVED AUG 14 2006 Tacoma COMMUNITY 10029 S. Tacoma Way DEVELOPMENT Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: T6100 08/08/06 11560 Permit # (s): 006-072 Original: Revised: Air Temperature: Weather Product: Supplier: Ticket Number : MixDesign ID : 60°F Partly Cloudy Concrete Cadman 658052 cad -661281 Sample Temp. (ASTM C1064) 71°F Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Ingredient Weight (per cu.yd) Initial Storage Temp. ! Entrained Air (ASTM C31) i (ASTM C231) NR NR Slump (ASTM C143) i i Sample(s) Rec'd: 1 0.382 7 1/2" 08/02/06 [Placement Location and Notes: Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II HRWRA Required Strength (f c): 5000 psi 28 days 1,436.0 lbs 414.0 lbs 1,350.0 lbs 252.0 lbs 106.0 lbs 553.0 lbs 35.7 oz Set V: Level 2/Zone 3 slab at building lines: G -N/1-3.5. Cast at approximate lines K/1.1 at 406 cubic yards at 9:00 am. Date Made Sample # 10078 -FC 08/01/06 L96/01/06 08/01/06 08/01/06 Remarks: 0078 0078 0078 0078 Lab # f 5592 5594 5596 5597 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 08/03/06 08/08/06 L08/29/06 08/29/06 08/29/06 2 7 28 28 28 4x8 4x8 , 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 46165 63985 4.00 4.01 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.57 12.63 0.00 0.00 0.00 Reviewed by: 3670 5070 NA NA [ NA NA w Den anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. FATE Form #150, Rev 3, 7-0 1 1 4x8 1 MAYES TESTING ENGINEERS, INC RECEIVED AUG 14 2006 Project Name: Site Address: Client Engineer Contractor. COMMUNITY CONCRETE LABORATORY TEST REPOU Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/10/06 11391 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : 61°F Cloudy Concrete Cadman N/A 581081R [Initial Storage Temp. (ASTM C31) Sample Temp. I (ASTM C1064) 73°F Water/Cement Ratio: 1 0.493 NR Slump (ASTM C143) 7" [Placement Location and Notes: l FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 07/14/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Required Strength (t'c): 4000 psi @ 28 days Weight (per cu.yd) 1,400.0 lbs 495.0 lbs 1,308.0 Ibs 268.0 lbs 75.0 Ibs 469.0 Ibs 13.3 oz 27.8 oz Column (level 1-2) at building lines: C, D, E, F/1; E, F/2, E/3. Cast at 3 cubic yards of 18 cubic yards total at 8:OOam. COMPRESSION TEST RESULTS (ASTM C39. C1231, and C617 when applicable) Date Made Sample # Lab 0 Date Tested Age Size (in) Load (lbs) Dia (in) Surface 4.00 1 4.01 07/13/06 07/13/06 07/13/06 07/13/06 0061 1 0061_ 0061 0061 4901 f 4902 4903 4904 07/20/06 08/10/06 08/10/06 08/10/06 7 28 28 L28J Remarks: 4x8 4x8 4x8 Inspector(s): Robinson, T. Brown, G. Tested by: Barber, G. 42665 60705 67465 65395 4.01 4.01 12.57 12.63 12.63 12.63 Reviewed by: Strength (psi) Failure Code 3400 I. 4810 5340 NA NA Den s Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form $150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 68 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: AUGRECZiveo 10 2006 Doa"'i �aeyr T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 8-4-06 Sunny Stress Tendons, Resteel and Structural Masonry (3) "/ Block BMU Prisms Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Thcoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed tendon stressing and measured tendon elongations for the completion of the level 2/zone 3 slab. There were seven tendons that were not within the plus 7%/minus 5% tolerance by 1/8". Tendons with that exceeded the minus tolerance were stressed a second time to try to bring them within tolerance. For individual elongation results see the attached Tendon Stressing Summary and Tendon Stressing Record. Results have been E -Mailed to Tim Mealy (CPL Structural Engineer) by Andy Repass (JTM Construction). Performed final inspection of resteel, observed and sampled Approx. 3 cubic yards of Masonry Grout (Mutual Target Professional Grade Design Mix Grout) that was site mixed by Fairweather Masonry per manufacturers recommendations. Grout was placed in the first lift of CMU Walls at lines: N14.8-5.2; M -N/5-6 (angled wall). First lift of BMU Column Covers at building lines: C, 0, E, and F16. Grouted three BMU 1/2 block prisms. Resteel is per plans. Grout was properly mechanically consolidated. Performed inspection of resteel for Level 2-3 Shea►walls at lines: N/4.8-5.2. Resteel is per plans. Need to check clearances prior to concrete placement. NONCONFORMING CONDITIONS: Tendon elongations not within tolerance (see stressing record and summary), need engineers acceptance. INSPECTOR: Tom Robinson Reviewed by: �L ennis Sanbojranch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Mayes Testing Engineers, Inc. TENDON STRESSING SUMMARY DATE: August 3 and 4, 2006 PROJECT: Southcenter Garage A PROJECT NUMBER: T6100 POUR ID: Level 2 / Zone 3 Building lines G -N/1-3.5 All tendons are in tolerance with the following exceptions: AUG 10 20061 1. Tendon #'s 55, 60, 62, and 68 were out of tolerance by plus 1/8". These tendons are added tendon at building lines: N/1.5 (#55); N/2.1 (#60); N/2.2 (#62); N/2.8 (#68) 2. Tendon # 167 was out of tolerance by plus 1/8". Tendon is in the top row of tendons in the beam at building lines: L -M/2. 3. Tendon # 169 was out of tolerance by minus 1/8". Tendon is in the top row of tendons in the beam at lines: L -M/2. 4. Tendon # 184 was out of tolerance by minus 1/8". Tendon is in the bottom row of tendons in the beam at lines: L -M/3. INSPECTOR TESTING ENGINEERS, MC 0 xl ict C1 0 MTE Project #: 1 Pour 1D: GES v\ m 0 Specified Concrete Strengt Gauge Pressure: s3O0 -l1N_ U iy 1 ...................--....—'—'1""'"'" l r l •...ter —.r. i T F- h,-%2I, i ma --.... i !'-Vil,4 jI{ k. , } c O _ --U _- .. ------...N.-- c 0�. 1 1 I V 0 _ , _.... 1- 4, 0 co ! ► i t 1 _AJ 2 MIE Ftwr, r III, Rer2. 114)t 0 -v c 0 0 v 0 II1 4.5 c L 0 0 a 0 0 N E E 0 U 141 r t4 4 4 Second End z z Gross fl 1 Mark Q .3 coo, 'di` r1 1V N N N ,,..--,,,,. M . N4.4. y� r4 NIS N N --Pet �....•,.. 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'4.1J...... ----- I i.ctuCDCi 1'6" 11"- a u t IE Inhill � 11411 4�, s f 1 I MEIN WEI 1:5 Qyy Q O Ioo`4\ o � ' t.).. \N• ' 64 'qI L N 44 �! 0 � ,� r..�n-.. v.t �.+�r�+-+mow-+ �r+t Mw�.�ti +n rq .... _'�/- r Tei/iI Qs ) f �------ 4.-r ^-_ M .... .,�...�...."i �. . _ W_r . _.. ,.. ._ . »-.., . r..� .. ta L1 C �4 0 0 c 0 v 0 0 . 4n N O 1 N O) ' E O .0 C tad O H O a -v m c 0 c htt F 7;E ram, ft�i� MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 67 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-3-06 Weather: Sunny Inspection: PT Concrete Samples: N/A RECEWED AUG 10 2006 DE to Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph. 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and picked up field cure cylinders and transported to the MTE Tacoma Lab for compressive strength testing prior to tendon stressing for the level 2/zone 3 slab. The compressive strength results were 3,880 psi and 3,670 psi for the two-day field cure tests; 3,000 psi is required to stress. Inspector Robinson returned to the Southcenter Garage A site to observe the stressing of tendons and measure tendon elongation for the level 2/zone 3 slab and beams at lines: G -N/1-3.5. At the end of shift there were three beams left to complete which will be done tomorrow 8/4/2006. PRELIMINARY: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: 41'7 Dennis Sanbor ranch Manager MAYES TESTING ENGINEERS, INC. AUU 10 2006 IY DEVELOPMENT MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 66 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-2-06 Weather: Partly Cloudy Inspection: Resteel, Tendons, Masonry and Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform ongoing masonry inspection for BMU walls being installed on 6 line from A -M. At the 6 line shearwalls a brick veneer cover is being installed. Inspector Robinson verified that the veneer anchoring system connecting the veneer to the shearwall is being installed properly. Fairweather Masonry has constructed three 1/2 block BMU prisms to, be grouted at the time of the next grout placement and tested for compressive strength. Observed installation of #5 dowels for masonry walls at lines: M -N/6; N14.8-6. Holes were drilled to the proper depth, well cleaned, then the #5 dowels were installed using Hilti HY- 150 Epoxy. Inspector Robinson performed inspection of resteel for columns (level 2-3) at lines: G -N/3-6. Resteel is per plan. Need to check final clearances prior to concrete placement. Inspector Robinson prepared tendon stressing paperwork for the level 2/zone 3 slab. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Tom Robinson is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 65 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 8-1-06 Weather: Partly Cloudy Inspection: Resteel, Tendons and Masonry Samples: (12) 4 x 8" and (12) 4 x 8" (2 Field Cures) RECEIVED AUG 10 2006 COMMUNI I Y DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived on site to perform final inspection of resteel and tendons plus observe concrete placement, Inspector Ferrell -Wyman monitored and sampled 463 cubic yards of Cadman Concrete Mix #661281 (5,000 psi at 28 days/3,000 psi at 3 days) for the level 2/zone 3 slab at building lines: G -N/1-3.5. All incomplete items noted on report dated 7/31/2006 including the Structural Engineer field visit report were completed prior to the concrete placement. Concrete was properly mechanically consolidated. Cast 3 sets of four 4 x 8" cylinders and two sets of six 4 x 8" cylinders, which include two field cures per set. Test result are: Slump Set #1 7"; Set#2 7'/� ; Set #3 8"; Set #4 7 1/S"; Set #5 7 1/s'. Cadman QC representatives made all slump adjustments. Fairweather Masonry is working on Lift #2 of CMU and Lift #1 of CMU masonry installation on 6 Line from A -L. Spoke with Tagged (Masonry Foreman) about constructing 1/2 block 12" CMU and'/% block CMU prisms so they can be grouted on Thursday 8/3/2006 which is the next scheduled grout placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Tom Robinson • s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 64 Owner. Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: r•- T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 7-31-06 Sunny Resteel, Tendons, Masonry and Grout (3)'/2 Block Prisms at covet) 91734th Street SW Suite A-1 AUG 10 /NE Everett, WA 98204 ph 425.742.9360 COMMutN fax 425.745.1737 DEVELC/PtiENT Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 lax 503281.7579 MTE inspector arrived on site to perform final inspection of resteel, observe and sample 10 cubic yards of Stoneway Grout Mix #7034 for the first lift of masonry walls, column covers, and shearwall cover on 6 line from A to L. Resteel was found to be acceptable. Grout was properly mechanically consolidated. Cast one set of three % block 8" CMU prisms. Performed inspection of resteel and tendons for level 2/zone 3 slab and beams at building lines G -N/1-3.5. Spoke with Lou (Corona Steel Foreman) concerning the following incomplete items: 1. Complete top steel at the following locations: Shearwall slab dowels; top resteel at G -K on 3 line; beam stirrup caps at L -M/2, 3. 2. Chair resteel at various locations. 3. Adjust tendon heads at top of beams at lines: L, L.7, M/3 Also spoke with Steve (Electrical Foreman) concerning: 1. Conduit too close to tendon heads coming out of columns at a few locations. 2. Conduit too high crossing aver beams. Both Lou and Steve stated the items would be completed prior to the concrete placement. Met with the Structural Engineers Tim Mealy and Brian MacRae during their walk thru of the deck and their punch list of items to be corrected (see attached). Spoke again with Lou and Steve concerning these items. Both stated this work would also be completed prior to the placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Tom Robinson cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila nis Sanborn, Branch Manager COUGHLINPORTERLUNDEEN Post -tensioned Slab Site Visit Report 2 Date: July 31, 2006 RECEIVED AUG 10 2006 COMMUNITY DEVEL.O NIENT To: jTM Project Southcenter Parking Garages (Garage A) Fax Project No: S05-1622-01 Attn: Andy Repass By: Brian MacRae cc: Ben Coffman Sent Via email 3 Page(s) Date of Site Visit: July 31, 2006 Time: 12:00 to 1:OOpm Participants: Brian MacRae Tim Mealy Tom Robinson Coughlin Porter Lundeen, Inc. Coughlin Porter Lundeen, Inc. Mayes Testing Engineers Description: Site visit for general review of the North-West corner (zone 3) level 2 Garage A post -tensioned slab Observations and Recommendations Item Comments Reference Photo 2.1 Shear wall dowels per 20/53.8 have not been installed. Install dowels per detail. 2.2 Top closing stirrup at beam ends has not been installed at beams B-13 & B-14 on grids 2&3. Contractor to install per 20/53.10 5th & PINE BUILDING • 413 PINE STREET • SUITE 300 • SEATTLE, WA • 98101 TEL: 2061343-0460 • FAX: 2061343-5691 COUGHLINPORTERLUNDEEN 2.3 Conduit near grids 1&G passes near a PT anchor head. Sweep tendon out into slab and away from the anchor head. 2.4 2.5 2.6 Conduit is located over the beams at multiple locations. Contractor shall verify a minimum of 1" clear cover occurs at all conduit locations Conduits shall be located in middle third of slab typically. At column 2&G conduit is tied to the vertical reinforcing and (1) vert. bar protrudes from the column. The bars shall be located within the column and conduit shall not be tied to rebar. (4) # 4 top bars are missing along grid 3 next to the ramp opening. Contractor shall install bars per plan 2.7 #4 top bars are missing at the construction joint near grids J.5/3-4. Install bars per 20/S3.13 2..8 #4 bars were used at the closure pour at grid 3.5 between grids K & N instead of #5 as required per rebar mark "D" on detail 8/S3.14. Contractor shall install #4 x 15'-0" @ 24" oc. in addition to #4 bars already installed. 5th & PINE BUILDING • 413 PINE STREET • SUITE 300 • SEATTLE, WA • 98101 TEL: 2061343-0460 • FAX: 206/343-5691 COUGHLINPORTERLUNDEEN 2.9 Reinforcing between banded tendon groups has not been installed at some locations on grid 1. install rebar per detail 15/S3.13. Disclaimer The continents described here were made from a brief walk-through which was performed to review the projects general conformance with the plans and details. This brief walk-through is not to be interpreted as an official inspection, nor is it intended to verify or direct contractor means or methods. The official inspection is provided by the independent inspection agency or the building/public works department as required by the project specifications and local jurisdictions. If you have any questions or comments, please contact our office. End of report 5th & PINE BUILDING • 413 PINE STREET • SUITE 300 • SEATTLE, WA • 98101 TEL: 206/343-0460 • FAX: 206/343-5691 0.00 1 08/25/06 J MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Snob RECEIVED AUG 10 20061 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/04/06 11531 Permit # (s): D06-072 Original: EV Revised: El Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID : 68°F Cloudy Concrete Cadman 657301 631081R (Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Initial Storage Temp.Entrained Air (ASTM C31) J (ASTM C231) 76°F NR NR [Water/Cement Ratio: 0.398 Slump (ASTM C143) 6 114° Placement Location and Notes: L Sample(s) Recd: 1 07/29/06 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1& 11 HRWRA MRWRA Required Strength (Pc): 5000 psi @ 28 days 1,467.0 lbs 424.0 lbs 1,368.0 lbs 239.0 lbs 85.0 lbs 515.0 lbs 10.0 oz 28.4 oz Set I: Shearwall (level 1-2) at building lines: N1.7-2.3. Column (level 1-2) at building lines: 6/1; A, B/3; A/4. Cast at 5 cubic yards at 11:50 am. 10 gallons of water added on site. Date Made Sample #i Lab ax 5472 IL 08/04/06 7 4 x 8 i 5473 1 08/25/06 28 L410_ _I 07/28/06 07/28/06 07/28/06 07/28/06 Remarks: 0073 0073 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 0073 5474 0073 5475 1 08/25/06 Inspector(s): Robinson, T. Tested by: Barber, G. 28 28 4x8 4x8 63095 4.02 0.00 0.00 12.69 0.00 0.00 0.00 Reviewed by: 4970 NA NA De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Farm #15D, Rev 3, 7-0 1 12.69 , 5390 j 08/24/06 .1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor AUG 10 2006 GDe 04EN' CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 08/03/06 Sample Set ID: 11511 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier Ticket Number : MixDesign ID : 82°F Sunny Concrete Cadman 656943 581081R Initial Storage Temp. (ASTM C31) Sample Temp. (ASTM C1064) 83°F NR Water/Cement Ratio:! [Slump (ASTM C143)1 0.439 6" Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Entrained Air (ASTM C231) NR Sample(s) Recd: ti 07/28/06 Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & 11 HRWRA MRWRA Required Strength (fc): 4000 psi (a 28 days Set I: Column (Level 1-2) at building lines: D, E/4. Cast at 3 yards at 12 pm. Weight (per cu.yd) 1,471.0 lbs 471.0 lbs 1,382.0 lbs 239.0 lbs 76.0 lbs 469.0 lbs 13.9 oz 20.2 oz Date Made Sample * Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (In) Dia (in) Surface Strength (psi) Failure Code LQ7/27/06 11_0071 5388 08/03/06 5389 j 07/27/06 07/27/06] 07/27/06 Remarks: 0071 } 0071 0071 5391 7 08/24/06 08/24/06 28 [28 J 28 Inspector(s): Robinson, T. Tested by: Barber, G. 4x8 4x8 4x8 4x8 L 7800 4.02] 0.00 0.00 0.00 0.00 0.00 0.00 Reviewed by: 4550 NA NA NA De is Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In thls report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form 1150, Rev 3.7-0 1 Water/Cement Ratio: j 08/03/06 j MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. RECEIVED Tacoma AUG 1 U leu. , 20 2Tacoma Way co ma TaWA 98499 COMMUNITY 253.584.3720 O LQP ax 253.584.3707 CONCRETE LABORATORY TEST REPORT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/03/06 Sample Set ID: 11348 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68°F Partly Cloudy Concrete Cadman 650842 581081 R Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Ingredient Entrained Air (ASTM C231) 77°F NR 0.438 Slump (ASTM C143) 1 4.5" [Placement Location and Notes: t Column (level 1-2) at building lines: H/5. NR Sample(s) Rec'd: 07/07/06 Weight (per cu.yd) Coarse Aggregate 3/4" 1,471.0 lbs Coarse Aggregate 3/8" 472.0 lbs Fine Aggregate 1,395.0 lbs Water 239.0 lbs Fly Ash 78.0 lbs Cement—Type 1 & 11 468.0 lbs HRWRA 13.3 oz MRWRA 21.3 oz Required Strength (f c): 4000 psi @ 28 days Date Made Sample # Lab # 4724 4725 j 07/06/06 07/06/06 07/06/06 07/06/06 Remarks: 0058 0058 0058 0058 4726 4727 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/13/06 08/03/06 08/03/06 28 [28] 28 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 53060 1 93310_1 89500 96260 4.01 4.02 4.02 4.02 Surface Strength (psi) 12.63 12.69 12.69 12.69 Reviewed by: 4200 7350 7050 Failure Code NA NA NA Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. KITE Form N150, Rev 3, 7-0 RECErvED MAYES TESTING ENGINEERS, Ifl(� 2006pUo Q 4 Project Name: Site Address: Client Engineer: Contractor. c0MMUNt CONCRETE LABORATORY � EPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/31/06 Sample Set ID: 1132 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 75°F Sunny Concrete Cadman 649678 551081R FIELD DATA ASTM C31 and C172 Actual Sample Temp. Initial Storage Temp. r Entrained Air (ASTM C 1064) 1 f (ASTM C31) 1 (ASTM C231) 78°F NR NR [Water/Cement Ratio: f i Slump (ASTM C143)1 ! Sample(s) Recd: 0.488 6.75" `Placement Location and Notes: 1 07/01/06 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,521.0 lbs Coarse Aggregate 3/8" 396.0 lbs Fine Aggregate 1,402.0 lbs Water 252.0 lbs Fly Ash 77.0 lbs Cement—Type I & II 439.0 lbs HRWRA 13.4 oz MRWRA 21.4 oz Delvo 24.1 oz Required Strength (f c): 4000 psi 28 days Set IV: Slab on grade with grade beams and tie beams at building lines: A -N/1-2.5. Cast at 230 cubic yards at Sam. NOTE: 4,000 psi required due to the shear walls will be constructed on top of the slab. Dale Made Sample * Lab* 06/30/06 06/30/06 45/30/06 06/30/ti1 Remarks: 0053 0053 0053 0053 4607 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/07/06 4608 07/28/06 4609 ':' 07/28/06 4610 07/28/06 7 28 28 ( 28 4x8 4x8 4x8 51060 73170 4.01 4.00 66910 [ 4.000 4 x 8 1 70815 4.00 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. Surface Strength (psi) Failure Code 12.63 12.57 12.57 12.57 Reviewed by: 4040 NA 5820 J L NA 5320 NA De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information lm this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. PATE Form #150, Rev 3, 7-0 MAYES STING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED AUG 0 4 2006 OMMr� +vrry CONCRETE LABORATORY TEST ReCVA Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: ri/i Revised: ❑ Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11324 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 86°F Sunny Concrete Cadman 649845 551081R S(ASTMample C1064) Temp. Initial(StoragASTMC31)e Temp. f 75°F NR FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Water/Cement Ratio:j [Slump (ASTM C143) Sample(s) Recd: 0.489 7 1/4" 07/01/06 Placement Location and Notes:11 IMix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Delvo Required Strength (fc): 4000 psi @ 28 days Weight (per cu.yd) 1,521.0 lbs 401.0 lbs 1,399.0 lbs 252.0 lbs 77.0 lbs 438.0 lbs 13.2 oz 21.4 oz 11.9 oz Set VII: Slab on grade with grade beams and tie beams at building lines: A -N/1-2.5. Cast at 504 cubic yards at 11:40 am. Note: 4000 PSI required due to the shearwalls will be constructed on top of the slab. Date Made Sample # Lab # L 06/30/06 00566FC1 4660 06/30/09 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 07/03/06 J 3 J( 4 x 8 JI 33615 ][ 4.02_J L 12.69] 0056-FCJ 1 4661 L06/30/06 0056 4619 L06/30/06J L90561 4620 L06/3Q/_06_11_0066 J L4621 0056 j 07/03/09 13 4 x 8 34220 4.02 1. 12.69 07/07/06 1 7 07/28/061 L_2] 07/28/06 28 06/30/06 4622 r 07/28/06 Remarks: 28 4x8 46980 4x8 JL75215 4 x 8 } L_68790_. 4 x 8 J 72200 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. 4.01 4.00 4.00 4.00 12.63 L12.57 12.57 12.57 2650 2700 3720 NA NA 5990 1 5470 NA j' NA I' NA Reviewed by: De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AN testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form /150, Rev 3, 7-0 RECEIVED MAYES TESTING ENGINEERS, INC 'AUG 0 4 2006 ACEILMUN17yOPMENT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer: Contractor. Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11323 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather. Product: Supplier Ticket Number : MixDesign ID : 86°F Sunny Concrete Cadman 649780 551081R Sample Temp. Initial Storage Temp. L (ASTM C101i4) , {ASTM C31) 75°F NR Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) i NR Slump (ASTM C143) i Sample(s) Recd: 0.488 7" 'Placement Location and Notes: 07/01/06 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement --Type l & II HRWRA MRWRA Delvo Required Strength (f'c): 4000 psi 28 days Weight (per cu.yd) 1,521.0 400.0 1,398.0 252.0 77.0 439.0 13.4 21.3 24.3 ibs lbs lbs lbs lbs lbs oz oz oz Set VI: Slab on grade with grade beams and tie beams at building Tines: A -N/1-2.5. Cast at 430 cubic yards at 10:30am. NOTE: 4,000 psi required due to the shear walls will be constructed on top of the slab. Date Made Sample # 106/30/06 06/30/06] 0055 0055 06/30/06 06/30/05 Remarks: 0055 0055 COMPRESSION TEST RESULTS (ASTM C39. C1231. and C617 when applicable) Lab* Date Tested Age Size (in) Load (lbs) Dia (in) Surface 4615 L07/07106 I 7 4x8 Strength (psi) Failure Code P49160 4.01 L12.63 3890 4616 07/28/06 L25 P4 x 8 69745 4.00 12.57 5550 4617 r { 07/28/05 1._28 4 x 811_ 5992C1 4.05 ,12.57] L 4770 4618 IL 07/28/06 28 ! 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. 75805 4.00 12.57 Reviewed by: NA NA NA I " De • is Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. AJI testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Farm art 50, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. RECEIVED AUG 0 4 2006CTacoma NITY aEv°>oP CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11320 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 80°F Sunny Concrete Cadman 649679 581081R Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143)1 4.5" r=pLmi 74°F Water/Cement Ratio: 0.435 Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,468.0 lbs Coarse Aggregate 3/8" 470.0 lbs Water 237.0 lbs Fly Ash 76.0 lbs Cement—Type I & II 469.0 lbs HRWRA 13.3 oz MRWRA 20.5 oz Entrained Air (ASTM C231) NR Sample(s) Rec'd: 07/01/06 1 Required Strength (fc): 4000 psi @ 28 days Set III: Ramp wall at lines: L -M/3, 4; L/3-4. Columns (level 1-2) at lines N/5; M.8/6. Cast at 6 cubic yards at 8:20am. Date Made Sample 5 Lab 5 106/30/06 06/30/06j1 0052_1 0052 06/30/06 L06/30/06C Remarks: 0052 , 0052 4603 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (In) 07/07/06 4604 H 07/28/06 1 4605 1 07/28/06 7 28 28 L 4x 8 032170 4x8 f 4x8 90595 4.01 r00 Surface Strength (psi) Failure Code NA NA 12.63 12.57 91180 4.00 ,1 12.57 1 4606 I L07/28/061 L28_11 4 x 8 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. 4920 7210 7260 88055 1L4.00 L12.57_11 7010 Reviewed by: NA De 's Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM'a except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm 5150, Rev 3, 7-0 1 RECEIVED MAYES TESTING ENGINEERS, INC 'AUG 0 4 2006 DEVELO MENT Tlf Project Name: Site Address: Client: Engineer: Contractor CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E.2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11322 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 82°F Sunny Concrete Cadman 649737 551081R FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. ! Entrained Air (ASTM C31) (ASTM C231) 74°F NR NR Water/Cement Ratio:' [lump (ASTM C143) Sample(s) Recd: 0.485 7" 07/01/06 TPlacement Location and Notes: I IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,522.0 lbs Coarse Aggregate 3/8" 400.0 lbs Fine Aggregate 1,399.0 ibs Water 251.0 lbs Fry Ash 78.0 lbs Cement—Type I & II 440.0 lbs HRWRA 13.4 oz MRWRA 21.4 az Delvo 24.1 oz Required Strength (Vc): 4000 psi 28 days Set V: Slab on grade with grade beams and tie beams at building lines: A -N/1-2.5. Cast at 345 cubic yards at 9:25am. NOTE: 4,000 psi required due to the shear walls will be constructed on top of the slab. Date Made Sample* Lab* L06/30/O6j L 0054 j L4611 _ 4612 1 06/30/06 06/30/06 106/30/06 1 Remarks: 0054 0054 0054 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 4613 ! _ 07/0.7/06A 07/28/06 07/28/06 4614 ! La7/28/06 j 7 28 1 4 x 8 1 [48520 1 4x8 71145 1 28] L 4 x 8 11 73930 j 1 73435 J 4.00_11 H i 2.57 __IL 5840 11 28 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. 4.01 4.00 4.00 12.63 1 12.57 12.57 3840 5660 1 5880 NA NA NA Reviewed by: • De . `s Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. PATE Form #150, Rev 3, 7-0 70685 J MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. AUG 04 2006 ° o'?Y CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Permit # (s): Original: V Revised: Q Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11319 D06-072 Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : 74°F Sunny Concrete Cadman 649646 551081R FIELD DATA ASTM C31 and C172 Actual Sample Temp.1 r1=1 (ASTM C1064) 1 74°F NR Water/Cement Ratio: 1 0.488 Slump (ASTM C143)1 7.25" _Placement Location and Notes: Entrained Air (ASTM C231) NR Sample(s) Recd: 07/01/06 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Defeo Required Strength (f c): 4000 psi @ 28 days Weight (per cu.yd) 1,521.0 lbs 396.0 lbs 1,402.0 lbs 252.0 lbs 77.0 lbs 439.0 lbs 13.4 oz 21.4 oz 24.1 oz Set 11: Slab on grade with grade beams and tie beams at building lines: A -N/1-2.5. Cast at 168 cubic yards at 7:20am. NOTE: 4,000 psi required due to the shear walls will be constructed on top of the slab. Date Made Sample * Lab 0 06/30/06j 06/30/06 06/30/06 06/30/06 Remarks: 0051 0051 0051 0051 4599 4600 i COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/07/06 07/28/06 L4601 L07/28/06 4602 07/28/06 7 LaJ 28 28 4 x 8 1[43710! 4x8 I 4x8 L 4x8 Inspector(s): Robinson, T. Le, Q. Tested by: Barber, G. 72715 66685 4.01 4.00 4.00 , 4.00 Surface 12.63] 12.57 12.57 rT2.57 Strength (psi) Failure Code 3460 5790 5620 1 5310 NA NA NA Reviewed by: Den . s' Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form N150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: KtCE! IED AUG 0 4 2006 D VEi.OPlid Y ++tr CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 Sample Set ID: 11318 Permit # (s): Original: Revised: Li D06-072 Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : 63°F Sunny Concrete Cadman 649620 551081R FIELD DATA ASTM C31 and C172 Actual Smple Temp. ! Intial Storage Temp. T Entrained Air ASTM C1064) J (ASTM C31) {ASTM C231) 74°F NR NR Water/Cement Ratio: p Slump (ASTM C143) � Sample(s) Rec'd: 0.485 7" 1-151acement Location and Notes: 07/01/06 IMix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & II HRWRA MRWRA Delvo Required Strength (fc): 4000 psl 28 days Weight (per cu.yd) 1,523.0 400.0 1,400.0 251.0 78.0 439.0 21.3 21.4 24.1 Set I: Slab on grade with grade beams and tie beams at building lines: A -N/1-2.5. Cast at 74 cubic yards at 6:15am. NOTE: 4,000 psi required due to the shear walls will be constructed on top of the slab. lbs lbs lbs lbs lbs lbs oz oz oz Date Made Sample * Lab* LC 6/30/061 06/30/06 06/30/06 06/30/06 Remarks: 0050 0050 0050 0050 4595 1 4596 1 107/28/06 4597 1 4598 ' [ 07/28/06 I COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/07/06 07/28/06 7 28 28 4x8 4x8 P4 x8 28 1 4x8 Inspector(s): Robinson, T. Le, O. Tested by: Barber, G. 44060.) 70995 4.00 4.00 68605 1L4.00 70370 4.00 Surface 12.57 12.57 1 12.57 12.57 Reviewed by: Strength (psi) Failure Code 3510 5650 1 54601 NA NA NA 4/1 4iild 1 De Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm 5150. Rev 3, 7-0 Sample Temp. I (ASTM C1064) 07/21/06 f 1 4x8 1 MAYES TESTING ENGINEERS, INC ,RECEIVED AUG 0 4 2006 CONCRETE LABORATORY TEST R - Ir Project Name: Site Address: Client Engineer. Contractor. Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11429 Permit # (s): 006-072 Original: Revised: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : 69°F Partly Cloudy Concrete Cadman 654011 661281 FIELD DATA ASTM C31 and C172 IMix Proportions: Ingredient 'Initial Storage Temp. -' Entrained Air (ASTM C31) (ASTM C231) 72°F NR NR [Water/Cement Ratio: Slump (ASTM C143) 0.373 Sample(s) Rec'd: 7.5" 07/19/06 [Placement Location and Notes: 1 Weight (per cu.yd) Coarse Aggregate 3/4" 1,436.0 lbs Coarse Aggregate 3/8" 413.0 lbs Fine Aggregate 1,351.0 lbs Water 245.0 lbs Fly Ash 106.0 lbs HRWRA 39.9 oz Cement—Type I & 11 551.0 lbs Delvo 10.9 oz Required Strength (fc): 5000 psi © 28 days Set III: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines G/2 at 232 cubic yards at 8:25am. Date Made Sample # 07/18/W.10065 -F0 07/18/06 07/18/06 07/18/06 07/18/06 Remarks: 0065 0065 0065 0061 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) 5275 5056 5057 5058 J 5059 07/25/06 ;i 08/15/06 3 7 28 08/15/06 L2s J 08/15/06 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 43990 89090 4.00 4.00 0.00 0.00 1 0.00 Surface Strength (psi) 12.57 12.57 0.00 0.00 0.00 Reviewed by: 3500 7090 1 Failure Code NA NA NA NA D nis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested end shall not be reproduced without the approval of Mayes Testing Engineers, Inc. VIE Farm 050, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. RECLIVEDracoma AUG 0 4 2006ph 84 THc acomaw 98499 av GOMMUNfl-y fax 253.584.3707 CONCRETE LABORATORY TEST REPOlifra°P4ENT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: T6100 Issued on: 08/02/06 Sample Set ID: 11521 Permit # (s): D06-072 Original: Revised: Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 85°F Sunny Concrete Cadman 656612 581081 R Initial Storage Temp. f C31) Sample Temp. (ASTM C1064) 81°F FIELD DATA ASTM C31 and C172 Actual NR Entrained Air (ASTM C231) NR [Water/Cement Ratio: 1 !Slump (ASTM C143) Sample(s) Recd: 0.442 6 1/2" 07/27/06 Placement Location and Notes: IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 314" 1,474.0 lbs Coarse Aggregate 3/8" 467.0 lbs Fine Aggregate 1,390.0 lbs Water 240.0 lbs Fly Ash 74.0 lbs Cement—Type I & 11 469.0 lbs HRWRA 14.0 oz MRWRA 20.4 oz Required Strength (fc): 4000 psi @ 28 days Set 1: Column (Level 1-2) at building lines: C/3; 8/4. Cast at 4 cubic yards at 1:00 pm. Date Made Sample # Lab # 07/26/06 L072J COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface 08/02/06 4 x 8 I j 55805 5428 7 07/26/06 0072 5429 08/23/06 107/26/06) 1_0072J 1 5430 1 08/23/06 1137/26/06 j 0072 r 5431 1' 08/23/06 Remarks: L2sJ 28 L28J Inspector(s): Robinson, T. Tested by: Barber, G. 4x8 4x8 4x8 L 4.04 12.82 0.00 _IL 0.00J 0.00 0.00 0.00 j 0.00 Reviewed by: Strength (psi) Failure Code 4350 1 NA NA L N Den s anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm t150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: RECEIVED AUG 04 2006 oc i Op N �+rr CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6100 08/02/06 11343 Permit # (s): D06-072 Original: Revised: 5 Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : 57°F Cloudy Concrete Cadman 650355 581081R FIELD DATA ASTM C31 and C172 Design I Mix Proportions: Ingredient Sample Temp. Initial Storage Temp. (ASTM C1064) 1=11 (ASTM C31) 71°F NR Water/Cement Ratio: r (Slump (ASTM C143) 0.440 8" Placement Location and Notes: Entrained Air (ASTM C231) Sample(s) Rec'd: 07/06/06 Weight (per cu.yd) Coarse Aggregate 3/4" 1,474.0 lbs Coarse Aggregate 3/8" 468.0 lbs Fine Aggregate 1,394.0 lbs Water 240.0 lbs Fly Ash 75.0 lbs Cement—Type I & II 470.0 lbs HRWRA 13.5 az MRWRA 20.0 oz Required Strength (Fc): 4000 psi @ 28 days Columns (level 1-2) at building lines: H, J/3; J/4; B, C, D/5; C, D/6. Cast at 3 cubic yards at 7:OOam. Added 10 gallons of water onsite of 11 gallons available. Date Made Sample # Lab # 07/05/06 0057 4702 , COMPRESSION TEST RESULTS (ASTM C39, C1231. and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 07/12/06 1 L07/05/06 _11_0057 4703 108/02/06 0057 i 4704 1 08/02/06 0057 ' 4705 1.: 08/02/06 07/05/06 07/05/06 Remarks: 7 28 28 [8J 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 54015 74045 f 78650 176945 L.01J 4.04 12.63 12.82 74.04 i L12.82 4.04 I _ _ _ 600 4280 5780 6140 Reviewed by: NA , NA NA Den anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes 'Testing Engineers, Inc. MTE Fare #x150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JIM Construction Project No: Issued on: Sample Set ID: Tacoma 10028 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/31/06 11476 Permit # (s): D06-072 Original: WI Revised: J Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 85°F Cloudy Concrete Cadman 655319 631081R Sample Temp. (ASTM C1064) FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. 1 Entrained Air (ASTM C31) j (ASTM C231) 81°F NR NR Water/Cement Ratio: 0.401 [–Slump (ASTM C143) r Sample(s) Recd: 6" 07/22/06 !Placement Location and Notes: 1 Mix Proportions: ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,466.0 lbs Coarse Aggregate 3/8" 425.0 lbs Fine Aggregate 1,380.0 lbs Water 240.0 lbs Fly Ash 85.0 lbs Cement–Type I & II 513.0 lbs HRWRA 10.0 oz MRWRA 28.4 oz Required Strength (t"c): 5000 psi @ 28 days Set I: Shear wall (level 1-2) at lines: G-.1/1. Coiumns (level 1-2) B -C/2. Cast at 6 cubic yards total at 11:05 am. 4000 c© 28 for columns. Date Made Sample # [07/21/06 07/21/06 07/21/06 Lab L007L] L5251 0070 5253 L07/21/06jL007o 11_5254 0070 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Dale Tested Age Size (in) Load (lbs) Dia (in) 07/28/06 7 5252 J8/18/06 IL 28] j 08/18/06 08/18/06 28 28 Inspector(s): Robinson, T. Tested by: Barber, G. 4x8 4x81 4x8 Surface Strength (psi) Failure Code $095 11 4.00 [12.57 —i—i1_0.001 L0.00 1 4x8881 0.00 0.00 0.00 0.00 Reviewed by: F 5420 De i Sanborn Branch Manager NA NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Farm /1150, Rev 3, 7-0 06/30/061 MAYES STING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: PECE'vED G 41006 Tacoma 10029 S. Tacoma Wav �? f (%All7y Suite r Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Kent SD Sequoia Middle School 11000 SE 264th Street Kent, WA Anda Construction PCS Structural Solutions Anda Construction Project No: T6110 Issued on: 07/31/06 Sample Set ID: 11325 Permit # (s): CNST2051009 Original: A2 Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68°F Clear Concrete Miles 167847 154CPS3 FIELD DATA ASTM C31 and C172 Actual Initial Storage Temp. Entrained Air (ASTM C31) ; (ASTM C231) 70°F NR NR {Water/Cement Ratio: [Slump (ASTM C143) ; Sample(s) Recd: 0.421 6" 07/01/06 [Placement Location and Notes: IMix Proportions: Ingredient Coarse Aggregate 7/8" Fine Aggregate Water Cement—Type 1 & II WRA Glenium Required Strength (fc): 4000 psi @ 28 days Weight (per cu.yd) 1,848.0 lbs 1,476.0 lbs 217.0 lbs 515.0 lbs 50.0 oz 64.0 oz Wall and footing 33.5/R.8 to U.8, piles 36/M.8 and 36/L.3, (4) piers 22.7/Y to Z. Column isolations. Sampled at 10 of 10 cubic yards at 12:10pm. Date Made Sample e i 06/30/061 [16130/06 06/30/06 Remarks: 0005 0005 0005 0005 Lab # 4623 ( 4624 i 4625 , L07/28/06 J L 28 { 4626 • T07/28/06 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 1. 07/07/06 07/28/06 7 28 Inspector(s): Kay, J. Tested by: Barber, G. 28 L6x12_1 6x12 _6x1 6x12 115620 6.01 Surface Strength (psi) Failure Code 28.37 4080 134265] [ 6.02_11 28.46_1 L 4720 138740 138595 6.02 1 6.02_1 28.46 28.46 1 Reviewed by: 4870 NA NA 1 NA R Dennan • am Bra ch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3.7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 3 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6135 UPLAND DISTRIBUTION CENTER SEISMIC UPGRADE 1105 Andover Park W. Tukwila D06-203' RECENED AUG 04 2006 oE9iistmuAirry J.S. Dyer & Associates Saunders Construction 7-28-06 Inside Epoxy N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as requested this day for special inspection of structural epoxy. Building, #293 Per details 1/S3, 2A/S33/4" all thread anchors were placed into existing concrete wall panels at the roof level for attachment to wood beams at grids (A -G, 9-12). MTE verified hole dimensions (7/8" X 3 W) and cleanliness prior to epoxy placement. Contractor used Simpson SET epoxy with and expiration of 02/08. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: J.S. Dyer & Associates Saunders Construction Building Official, City of Tukwila INSPECTOR: Jaimie Gordon Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: PROJECT: Address: PERMIT NO: Page 63 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: , RECEIVED AUG 0 4 2006 COMMUNITY T6100 DEVELOPMENT SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 7-28-06 Sunny Reinforced Concrete, Tendons and Structural Masonry (4)4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived oil site to perform final inspection of resteel, observe and sample 40 cubic yards of Cadman Concrete Mix #631081R (5,000 psi at 28 days for shearwall/4,000 psi at 28 days for columns) for shearwall (level 1-2) at building lines: A/1.7-2.3. Columns (level 1-2) at building lines: B/1; A, B/3; A/4. Resteel was found to be acceptable. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6". Continued inspection of resteel and tendons for level 2/zone 3 slab and beams at building lines G -N/1-4. Corona is continuing to install resteel and tendons for beams and have started placement of the bottom mat of resteel. Spoke with Mike (electrical foreman) concerning conduit in columns on 1 line. In some places the conduit comes up right next to the tendon head. Mike stated that he would move the conduit away from the heads at these locations. Work in progress. Fairweather Masonry is on site placing CMU covering for shearwalls and columns on 6 line. Spoke with Fairweather foreman about cast'/ block prisms today so they can be grouted during the grout placement on Monday morning. He stated that he would make up the prisms today. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed Dennis anborn, Branch Manager cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber. FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 62 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 RECEIVED IAN 0 4 2006 COMNITY DEVELOPMENT Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 7-27-06 Sunny Reinforced Concrete, Tendons and Structural Masonry (4) 4 x 8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Dwane Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform final inspection of resteel, observe and sample 6 cubic yards of Cadman Concrete Mix #581081R (4,000 psi) for columns (level 1-2) at building lines: D, E14. Resteel was found to be acceptable. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6". Continued inspection of resteel and tendons for level 2/zone 3 slab and beams at building lines G -N11-4. Corona is continuing to install resteel and tendons for beams. Work in progress. Fairweather Masonry is on site placing CMU covering for shearwalls and columns on 6 line. JTM has completed installing #5 dowels for masonry along 6 line. Holes were drilled to the proper depth, well cleaned, the dowels installed using Hilti HY-150 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Tom Robinson Dennis Sanborn, Branch Manager 1 Sample(s) Rec'd: I 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor: �...,r....__ RECEIVED 'AUG 01.2005 Tacoma 10029 S. Tacoma Wav 1 Suite E-2 Tacoma WA 98499 COMMUNITY ph 253.584.3720 C Firm fax 253.584.3707 CONCRETE LABORATORY TEST REPO Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: T6100 07/27/06 11431 Permit # (s): D06-072 Original: Revised: 0 Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 74°F Partly Cloudy Concrete Cadman 654107 661281 Initial Storage Temp. (ASTM C31) li NR L Slump (ASTM C143) 76°F Water/Cement Ratio: 0.375 7H 'Placement Location and Notes: FIELD DATA ASTM C31 and C172 Actua! Mix Proportions: ingredient Weight (per cu.yd) Entrained Air (ASTM C231) NR 07/19/06 Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement -Type 1 & Il HRWRA Delvo Required Strength (Pc): 5000 psi IQ 28 days 1,435.0 lbs 418.0 lbs 1,350.0 lbs 246.0 lbs 105.0 lbs 551.0 lbs 40.0 oz 10.9 oz Set V: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines M/5.9 at 404 cubic yards at 11:00am. Date Made Sample * 07/18/06 07/18/06 07/18/06 L07/18/06 07/18/06 Remarks: 067-FCI 0067 0067 0067 0067 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab * Date Tested Age Size (in) Load (lbs) Dia (in) 5276 5064 5065 5066 5067 07/21/06 [ 07/25/06 08/15/06 08/15/06 1 08/15/06 3 7 28 28 28 4x8 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 43850 853801 4.10 4.00 0.00 0.00 Low Surface Strength (psi) Failure Code 3320 NA -1' 13.20 12.57 0.00 0.00 1 0.00 Reviewed bv: 6790 NA NA NA NA Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Alt testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. PATE Form 1150, Rev 3.7-0 Sample Temp. I (ASTM C1064) MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor RECEIVED AUG 01 2006 COEM.MUNITY CONCRETE LABORATORY TEST REPORT OPMENT Southcenter Mali Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma War Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/27/06 Sample Set ID: 11294 Permit # (s): D06-072 Original: 0 Revised: Air Temperature: Weather Product Supplier. Ticket Number : MixDesign ID : 90°F Sunny Concrete Cadman 648733 631081R 76°F Water/Cement Ratio:1 0.389 FIELD DATA ASTM 031 and C172 Actual 'Initial Storage Temp. 1 Entrained Air (ASTM C31) (ASTM C231) NR NR C Slump (ASTM C143) 6.5" Placement Location and Notes: ' Sample(s) Recd: 1 06/28/06 Mix Proportions: Ingredient Coarse Aggregate 314" Coarse Aggregate 318" Fine Aggregate Water Fly Ash Cement—Type l HRWRA MRWRA Required Strength (fc): 5000 psi 28 days Weight (per cu.yd) 1,468.0 lbs 425.0 lbs 1,383.0 lbs 234.0 lbs 87.0 lbs 514.0 lbs 10.5 oz 28.4 oz Set II: Shearwall (level 1-2) at building lines: G -J/6. Columns (level 1-2) at building lines: E, F/5, E, F, K, and IJ6. Cast at 2pm at 25 cubic yards. Added 10 gallons of water on site of 18 available. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Failure Code 06/27/06 06/27/06 [ 06/27/06 0049 0049 0049 4492 4493 j 4494 07/04/06 07/25/06 07/25/06 7 28 28 4x8 4x8 4x8 56320 83520 80910 1 , 06/27/06 0049 4495 11 07/25/06 28 I 4 x 8 __1131310 Remarks: Inspector(s): Robinson, T. Tested by: Barber, G. 4.01 4.00 4.00 4.00 12.63 12.57 12.57 12.57 4460 6650 6440 6470 NA NA NA NA 1 Reviewed by: / f — / g= • anbom ( Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Fenn /150, Rev 3, 7-0 [Placement Location and Notes:,j MAYES TESTING ENGINEERS, INC RECEIVED `AUG 01 2006 000MMUNITY CONCRETE LABORATORY TEST REPO Project Name: Southcenter Mall Parking Garage A Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client: Westfield America - WA Engineer Coughlin Porter Lundeen Contractor. JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/27/06 Sample Set ID: 11293 Permit # (s): D06-072 Original: Revised: [] Air Temperature: 80°F Weather: Sunny Product: Concrete Supplier: Cadman Ticket Number : 648604 MixDesign ID : 581081R Sample Temp. f Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 77°F NR NR FIELD DATA ASTM C31 and C172 Actual Mix Proportions: Ingredient i [Water/Cement Ratio: 1 [ Slump (ASTM C1431 Rample(s) Recd: 0.492 7" Weight (per cu.yd) Coarse Aggregate 3/4" 1,522.0 lbs Coarse Aggregate 3/8" 398.0 lbs Fine Aggregate 1,404.0 lbs Water 254.0 lbs Fly Ash 77.0 lbs Cement—Type I 439.0 lbs HRWRA 13.2 oz MRWRA 21.5 oz 06/28/06 Required Strength (rc): 4000 psi @ 28 days Set I: Slab on grade at building lines: M -N/5-6 cast at 10:30am at 15 cubic yards. Date Made Sample # Lab # F06/27/06 06/27/06 0048 0048 06/27/061 L0048_ 106/27/06 Remarks: 0048 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 4488 j [ 07/04/06 ] 4489 4490 4491 07/25/06 f Q7125/06 07/25/06 7 28 28 28 Inspector(s): Robinson, T. Tested by: Barber, G. 4x8 4x8 4x8 4x8 43590 64775 62813 67305 4.01 4.00 4.00 4.00 Surface r12.631 12.57 12.57 12.57 Reviewed by: Strength (psi) Failure Code 3450 IF NA j 5150 5000 5360 NA NA NA 1 4,CL, Den anbom Branch Manager a NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form *150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. CONCRETE LABORATORY TEST F c lveD AUG 0 / ?003 bBy OPN vY REPORT 7- Southcenter Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/27/06 Sample Set ID: 11449 Permit # (s): D06-072 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 81°F 86°F Cloudy Concrete Cadman 654965 581081 R (ASTM C31) li initial Storage Temp. FIELD DATA ASTM C31 and C172 Actual Mix Proportions: NR [Slump (ASTM C143)1 Placement Location and Notes: Entrained Air (ASTM C231) NR Sample(s) Rec'd: 07/21/06 Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Cement—Type I & II HRWRA MRWRA Required Strength (fc): 4000 psi @ 28 days Column (level 1-2) at building lines: G, H, J/3; N1. Cast at 3 cubic yars at 12:OOpm. Weight (per cu.yd) 1,400.0 lbs 495.0 lbs 1,308.0 lbs 469.0 lbs 13.3 lbs 27.8 lbs Date Made Sample # Lab # 07/20/06 1 07/20/06 + f 0069 1 5137 0069 107/20/06 J Ca069 07/20/06 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/27/06 5138 11 08/17/06 5139 006_1( 5140 08/17/06 [ 08/17/06 7 Inspector(s): Robinson, T. Tested by: Barber, G. 28 28 28 4x8 4x8 4x8 4x8 (-61290 1 4.02 o.00J 0.00 0.00 Surface Strength {psi) 12.69 0.00 0.00 0.00 Failure Code 4830 NA NA NA Den " ' bom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MATE Form %1 50, Rev 3, 74 1 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. NEceivero A1I(; 01 2006 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mali Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/27/06 Sample Set ID: 11430 Permit # (s): D06-072 Original: V Revised: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : 73°F Partly Cloudy Concrete Cadman 654061 661281 FIELD DATA ASTM C31 and C172 Actual Sample Temp. ! initial Storage Temp. Entrained Air {ASTM C 1064) (ASTM C31 } (ASTM C231) 75°F NR [Water/Cement Ratio: Slump (ASTM C143) 0.377 7' [Placement Location and Notes: 1 NR Sample(s) Rec'd: 07/19/06 IMix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,437.0 Ibs Coarse Aggregate 3/8" 418.0 Ibs Fine Aggregate 1,358.0 lbs Water 247.0 lbs Fly Ash 105.0 Ibs Cement—Type 1811 550.0 Ibs HRWRA 39.8 oz Delvo 11.0 oz Required Strength (fc): 5000 psi 28 days Set IV: Level 2 slab at building lines: G -N/4-6. Cast at approximately lines F/5.3 at 330 cubic yards at 9:50am. Date Made Sample # 07/18/06 Lo7/1 8/06 07/18/06 L07/18/06_1 Remarks: 0066 0066 0066 0066 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) r 5060 5061 5062 07/25/06 08/15/06 08/15/06 5063 f 108/15/06 , 7 f 28 28 28 4x8 4x8 4x8_1 r 4 x 8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. L81855 4.00 0.00J Lo.o°J 0.ao 1 Surface Strength (psi) Failure Code 12.57 0.00 0.00 0.00 Reviewed by: 6510 NA NA NA NA i f /'f a LMW :anbom C Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM'a except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. UTE Form #150, Rev 3, 7-0 0.00 , MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: RECEIVED Alin 01 2006, AV/EI.OANjId. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: issued on: Sample Set Permit # (s): Original: F% Revised: 0 Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/27/06 ID: 11427 D06-072 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 61°F Partly Cloudy Concrete Cadman 653936 661281 - IELD DATA ASTM C31 and C172 IMix Proportions: 1 Sample Temp. 1Initial Storage Temp. Entrained Air (ASTM C1064) J (ASTM C31) (ASTM C231) 70°F NR NR Water/Cement Ratio: [ Slump (ASTM C143) Sample(s) Rec'd: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type 1 & II HRWRA Weight (per cu.yd) 1,438.0 lbs 413.0 lbs 1,371.0 Ibs 247.0 lbs 106.0 Ibs 549.0 Ibs 39.8 oz 0.377 7" 07/19/06 Required Strength (t'c): ;Placement Location and Notes: I 5000 psi @ 28 days Set I: Level 2 slab at building lines: G -N/4-6. Cast at approximatiey lines K/4.3 at 15 cubic yards at 5:20am. Date Made Sample * [07/18/061 07/18/06 07/18/06 07/18/06 Remarks: 0063 0063 j 0063 0063 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (pal) Failure Code 5048 1 r 07/25/06 1 a x 8 1 5049 5050 5051 08/15/06 08/15/06 08/15/06 28 r 28 28 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 76040 1 4.00_1 0.00 0.00 12.57 0.00 0.00 0.00 Reviewed by: 6050 1 NA -1" NA NA NA ,e. Pr a en ' anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -'recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • • MTE Form /150, Ray 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer Contractor Recoveo AUG 01 2O COMMUNI ry CONCRETE LABORATORY TEST REPORT keivr Southcenter Mall Parking Garage A 633 Southcenter Mail Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Project No: Issued on: Sample Set ID: Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6100 07/27/06 11428 Permit # (s): 006-072 Original: Vj Revised: Air Temperature: Weather. Product: Supplier Ticket Number : MixDesign ID : 62°F Partly Cloudy Concrete Cadman 653951 661281 FIELD DATA ASTM C31 and C172 Sample Temp. ' Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 68°F NR NR Water/Cement Ratio: j 1 Slump (ASTM C143) I Sample(s) Rec'd: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 318" Fine Aggregate Water Fly Ash Cement–Type I & II HRWRA Delvo Weight (per cu.yd) 1,436.0 lbs 414.0 lbs 1,347.0 lbs 247.0 lbs 106.0 lbs 552.0 lbs 37.9 oz 10.9 oz 0.375 7.25" 07/19/06 Required Strength (fc): [Placement Location and Notes: I 5000 psi @ 28 days Set II: Level 2 slab at building lines: G -N/4-6. Cast at approximatley lines J/4.8 at 126 cubic yards at 6:50am. Date Made Sample # Lab * 07/18/06 07/18/06 07/18/06 0064 0064 0064 07118106] L 0064 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (In) Surface 5052 1 i 07/25/06 7 L5053 [ 08/15/06 08/15/06] 5055 f� 08/15/06 5054 28 28 1 r 28 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 83740 4.00 0.00 12.57 0.00 Lo•o1 L0 -00J 0.00 0.00 Strength (psi) Failure Code r 6660 NA NA NA NA Reviewed by: �� —.oor= R Den anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 • "recording field temperature Information in this repot applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE Form 1150, ROI 3, 7.0 1 1 MAYES TESTING ENGINEERS, INC RECEIVED AUG O 1 2006 Project Name: Site Address: Client Engineer. Contractor: bkc I7�r CONCRETE LABORATORY TEST FC COMMUNNr Southcenter Mall Parking Garage A 633 Southcenter Mall Blvd Tukwila, WA Westfield America - WA Coughlin Porter Lundeen JTM Construction Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6100 Issued on: 07/27/06 Sample Set ID: 11441 Permit # (s): D06-072 Original: V Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 66°F Sunny Concrete Cadman 654321 661281 72°F Water/Cement Ratio: FIELD DATA ASTM C31 and C172 Actual Ini Storage Temp. (ASTM C31) NR Slump (ASTM 0143) Entrained Air (ASTM C231) NR Samples) Recd: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Water Fly Ash Cement—Type I & 11 HRWRA 0.375 Required Strength (fc): 5000 psi @ 28 days Ramp slab (level 1.5-1.75) at building lines: G -K/3-4. Columns (level 1-2) at lines: G/2; D13; F/4. Cast at 6 cubic yards at 8:OOam. 6" Placement Location and Notes:1 07/20/06 Weight (per cu.yd) 1,434.0 Ibs 414.0 lbs 246.0 lbs 106.0 lbs 550.0 lbs 36.0 oz Date Made Sample # Lab 07/19/06 07/19/06 07/19/06 07/19/06 07/19/06 1 Remarks: D068 -FC 0068 0068 0068 0068 5277 5102 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) 07/22/06 1 07/26/06 1_5103 08/16/ 3 7 28 5104 1! 08/16/06 5105 08/16/06 28 28 4x8 4x8 4x8 4x8 4x8 Inspector(s): Robinson, T. Ferrell-Wym Tested by: Barber, G. 50850 72400 4.02 4.02 0.00 0.00 0.00 Surface Strength (psi) Failure Code 12.69 12.69 1 0.00J 0.00 0.00 Reviewed by: 1 4010 5700 NA NA NA NA NA ;' anbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. SITE Farm #150, Rev 3, 7-0 MAYES TESTING ENGINEERS INC ..7. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 59 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 7-24-06 Weather: Sunny Inspection: Resteel Samples: N/A RECEIVED AUG 01 2006 DEEVELOPNMF-NT Everett Office 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform inspection of resteel for columns (level 1-2) at building lines: B/1; A, B, C/3; A, B, D/4. Resteel is acceptable, ok to close forms. Need to check clearances prior to concrete placement. Started inspection of level 2/zone 3 slab and beams at building lines G -N/1-4. Where columns intersect with the bottom of the beams, the columns do not exceed the 112" max projection into the beams. All other work in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 60 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6100 SOUTHCENTER MALL PARKING GARAGE A 633 Southcenter Mall Blvd Tukwila, WA D06-072 RECEED AUG 01 2006 °CrouNNI Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 7-25-06 Sunny Resteel and Tendons N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to continue inspection of resteel and tendons for level 2/zone 3 slab and beams at building lines G -N11-4. Checked tendon count and CGS of tendons in beams at lines: L -M/2, 3. Tendons are acceptable. Resteel for beams at lines N, M, and L.7 is being installed. Resteel placed to date is acceptable. All other work in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Burns, Westfield America Mike Napolltano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson ti is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 61 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 7-26-06 Sunny Reinforced Concrete, Tendons and Structural Masonry (4)4x8" Evereff 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived on site to perform final inspection of resteel, observe and sample 6 cubic yards of Cadman Concrete Mix #581081R (4,000 psi) for columns (level 1-2) at building lines: C/3; B/4. Resteel was found to be acceptable. Concrete was properly mechanically consolidated. Cast one set of four 4 x 8" cylinders. Test results: Slump 6". Continued inspection of resteel and tendons for Level 2/Zone 3 Slab and Beams at building lines G -N/1-4. Corona is continuing to install resteel and tendons for beams. Work in progress. Fairweather Masonry is on site starting to place CMU covering for shearwalls at lines A -B.2/6: A/ 4.8-5.3. Spoke with Taggert (Fairweather Masonry Foreman) about casting prisms for compressive strength testing. Taggert stated that the first grout placements would be next week and that he would have a set of five prisms cast and ready to be grouted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America Mike Napotitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED /AV 2 7 2006 9' 3'th Street SW C MUN Suite A-, 4 EN Everett, WA 98204 �cFlvi ph 425.742.9360 fax 425.745.1737 MTE NO: T6100 PROJECT: SOUTHCENTER MALL PARKING GARAGE A Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06-072 Page 57 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 7-20-06 Weather: Sunny Inspection: Reinforced Concrete Samples: (4) 4 x 8" Thcoma Office 10029 5. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to monitor stressing of PT tendons for the Level 2/Zone 2 slab at lines: G -N/4-6. Observed gauge pressure and measured tendon lengths. Gauge pressure used was per calibration records supplied by PTC. All tendon elongations fell within the plus 7% minus 5% tolerance except for the following: 1. Tendons # 82, 86, and 87, which exceeded the minus, tolerance by 1/8". Tendons are in beam at lines: L -M/5. 2. Tendon # 98 exceeded the minus tolerance by 114" and Tendon #100 exceeded the minus tolerance by 3/8". Tendons # 98 and #100 are in the beam at lines: L -M/5. All tendons that exceeded the minus tolerance were stressed twice to try to achieve the proper elongation. For all stressing results per tendon and location see attached Un -bonded Post - Tensioning stressing record. Inspector Robinson performed final inspection of resteel, observed and sampled 6 cubic yards of Cadman Concrete Mix #581081R (4,000 psi) for columns (level 1- 2) at building lines: G, H, J/3; A/1. Resteel was acceptable. Concrete was properly mechanically consolidated NONCONFORMING CONDITIONS: Tendons #82, #86, #87, #98 and #100 elongation not within tolerance (See body of report). Reviewed by: INSPECTOR: Tom Robinson cc: Patrick Burns, Westfield America Mike Napoletano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila nnis Sanborn, Branch Manager on MIMS E me Page J of !4 Unbonded Post -Tensioning Stressing Record MTE Project c jUJr,�V7r0 4 Date: Z L L + 20, oto MTE Project #: 7�C�%0 Contractor Pour ID: �vELZ iy 1/��l' �3z�3JF'E L, �4✓/ —� Inspector: �;-, Equipment Set #1 Ram #: Gauge #: Calibration Date: 7 - Gauge Pressure: 5300 Equipment Set #2 Ram #: P7-0.39 Gauge #: pr -r Calibration Date: 7 -?-i§/6 Specified Concrete Strength:30s0 i is Age of Breaks: 2 P9/$ First End Second End Equipment Set #3 Ram #: VA Gauge #: / Calibration Date: AM - Strength: '-S'tt2 3 Sequence No. Tendon ID Tendon Length Calc 0 Actual A Tolerances 7f• +1-s% Gross A Mark k Net 0 Gross Mask S Net A Comments / frit_ 371 Z7 " a"Y -347 1a3// 9',Iv Zjiii L zwrikz8urks 6/4,--4 4 )z9/ 1t 3 ,Z4 3 13 �� ,Z3iv 3 If r !J, 2 / _ /I /ei-� Z1 ��o ii _ _/121" 1 1//4 ,_ 2t'�' _ 6,74 Ir `// 1 ) 1D3lf &II 10 1051! 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TESTING ENGINEERS, INC Unbonded Post -Tensioning Stressing Record, continued Page of a L�rE QA/. MTE Form Ir 111. Rev 2, 11 Al First End Second End Sequence No. Tendon ID Tendon Length Calc o Actual © Tolerances 7 +/-,� Gross A Mark 8 Net A Gross A Mark 0 Net A Comments /76 Rep/MI 190 1" /0% egiricA zetv /0 /'/ 13/9 r0 --17/ 13 6/ ,.(--- _ 177 _ 1 ell( y 10 19* ?A l0 - /?.ii . 01 3', _ z0 9 / )0/ ff % /0 - /a /n /elk aofq Tit / 14 vir o /g° .. 1 /034 207y ' 'i4 /Q/' 9'r TAY 0 1 g/ /o/1( e_074/ 204 w /0 /o%y 7934 _ , Vir c % 49 Iv - i4 -* • /22- _ . /079 /g3 /oil zo%y 10 /0 AI q3/., q7/1( -4 l 0 r0% 2034 244 974 1 i /e, ii ' c►3/1/ '74 10 /0 - ' -'1, 1 SS v /D% )st' 11 ' g" q g/ /9 _1c 9 $ N/0-4--, 7 i7 83/1 ) /09 / eV r l ali ie/y 9* 2 /8, giir leis liP gri /?e 9 Yr /9* 9`i °I3/g M ' 19 le, 9' _ /9Z 93/r _ 171&---10--l0 r,%' to 9.54 9!2 f 03 MTE Form Ir 111. Rev 2, 11 Al