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BLD20080463.pdf
O EM ON /� oc. 189 STATUS: ISSUED (/30/2009 6 11111111 CITY OF EDMONDS 121 5TH AVENUE NORTH- EDMONDS.WA 98020 PHONE: (425) 771-0220 - FAX (425) 771.0221 Expiration Date: 113QAIZM 16118 72ND AVE W EDMONDS, WA 98026 206-948.1193 TWO UNIT OONDOMINILA VALUATION: $896,024 SUNSET 100 LP 16118 72ND AVE W EDMONDS, WA 98026 206.948-1195 Martin Construction 19929 108th Ave SE Snohomish, WA 98296 MARTIC'890MH 7/8/13 RKING GA RA(£, SITE IMPROVEMENTS. 1 +, • 401 '.v _ PERMIT TYPE: Commercial PERMIT GROUP. 6 - ApanmenUCondo New GRADING Y CYDS:520 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 S2 OCCUPANT LOAD: 20.47 FENCE: N 0 X 0 FT.I CODE: 2006 OTHER: N —OTHER DESC: ZONE: NUMBER OF STORIES: 2 VESTED DATE: NUMBER OF DWELLING UNITS 2 LOT 0: BASEMENT: 0 IST FLOOR: 0 2ND FLOOR:0 BASEMENT:0 IST FLOOR: 1449 2ND FLOOR: 2652 3RD FLUOR:0 GARAGE:0 DECK :0 OTHER:O 13RD FLOOR:0 GARAGE: 9589 DECK: 644 OTHER: 32 .EOUIRED• E 15 PROPOSED: I S REQUIRED: N 5 PROPOSED: 52.5' REQUIRED: W 0 PROPOSED: 0 [EIGHT ALLOWED.25 PROPOSED14.96 I REQUIRED: S5 PROPOSED:5 _ ET BACK NOTES: Zone - OR I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATINGCONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIc APPS 01ONUNOT A PERMIT UNTIL VCJJFD BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. ATTENTION RIS UNLA WNL TO USO OR OCCUPY A BUILDING OR SIRUCIURE UNTIL A FINAL INSPEC'nON HAS BEEN MADE AND APPROVAL ORA LERTMCATE OF OCCUPANCY HAS BEEN GRANTED. USCI O91IBCI I W (RCI 10. = ARCHIVE = APPLICANT = ASSESSOR 0 0 STATUS: ISSUED BLD20080463 SURVEY REQUIRED FOR HEIGHT VERIFICATION: Due to the location of the datum point in relation to the subject site, a survey will be required to verify the height of the building (based on approved height calculations) stamped and signed by a State licensed land Surveyor. Submit for approval prior to fiaming inspection. SPECIAL INSPECTIONS: (Sec Sheet SI.1 for specific information) I. IXCA VATION, GRADING and SITE PREPARATION 2. AUCRCASTPILE INSTALLATION 3. SHORINGINSTAILA71ONAND MONITORING 4. SOIL BEA RING VERIFICATION 5. PLACEMENT OF FILL AND COMPACTION, INCL IDINGATCONSTRUCTIONENTRANCE 6. REfAININGWALL CONSTRUCTION,INCEIIDNGDRAINAGE 7. FOUNDATION DRAINAGE 8. CONCRETE CONSTRUCTION —SEES 1.1 FOR SPECIFICS 5. WOOD CONSTRUCTION —SEES 1. 1 FOR SPECIFICS FINAL SPECIAL INSPECTION REPORTS REiQUR1ID PRIOR TO FINAL BUILDING INSPECTION. BUILDING ENCLOSURE INSPECTION LETTER REQUIRED BY FINAL INSPECTION SUBMIT SPECIAL INSPECTION FIELD REPORTS TO THE CITY ON A W E EKL.Y BA SIS. • Call Gina Coccia for Planning inspection (425.771.0220, A778) when landscaping is installed. Design Review approved through ADB -2008.17. Max height 44.14 (25 feet). • Seperate Pemdts and Deferred Submittals: 1) PLUMBING 2) MEC HANICAUHVAC 3) FIREALARM 4) FIRE SPRINKLFR(NFPA-13) 5) FIRE DEPARTMENT CONNECTION 6) SIDESEWER 7) WATER METER 8) SIGNS 9) STATE ELECTRICAL PERMIT 10) STATE ELEVATOR 11) TRASH ENCLOSURE PERMIT ON ADJACENT PROPERTY AND AGREEMENT. 12) FINAL PT DECK PLANS AND CALCS 13) WATERPROOFLNG(BUILDTNGENCLOSURE PLANS/DETAILS 14) SHOP DRA WINGS PER S 1. 1 & STEEL STA IRWA YS 15) LISTED AND TESTED FIRE STOPPINGASSEMBLLES • Lot line slakes must be in place at the time of foundation/setback inspection. • AD new, cuended, rebuilt or relocated electrical utility and/or service shag be placed underground. • Obtain Electrical Permit from State Department of Labor & Industries. 425-29111309 • Submit all special inspection reports to the city Building Inspector on a weekly bass. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for altcmate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be caged out and identified. Processing fees for such request shag be established by Council and shall be paid upon submittal and are non-refundable. Approval ofany plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any hems not to code specification. • Sound/Noise originating fromtettporary construction sites as a result of construction activity are c)empt fromthe nose limits of EOC Chapter 5.30 only during the hours of 7.Wam to 6 OOpm on weekdays and 10 OOatn and 6:ODpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction rhes/activhes rust comply with the noise limits of Chapter 530, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents fromany and all claims for damages of whatever nature, arising directly or indirectly from the issuance fo this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. • Premise Isolation Required with reduced pressure Backflowassembly in hot boxat meter. Verify meeter/bachfiowassembly type and specifications. • 48 hours notice's required when requesting your FINAL Engineering Inspection. 425-771-0220, e:d.I326. • The building enclosure must be inspected by a qualified inspector in accordance with RCW 64.55.030, 64.55.040, and 64.55.050. A building enclosure certification letter from the inspector must be submitted to the Building Division prior to final inspection by the Qty Building Inspector in accordance with RCW 64.55.060. Where phasing of construction occurs, coordinate inspection with the City Building Inspector to insure that all required inspections are performed. Inspection by the building enclosure inspector to meet RCW 64.55 does not substitute for required City building inspections which nest be perfomcd by the Qty Building Inspector. • Call for locates of underground utilities prior to any excavation. • Maintain erosion & scd'umcntation control per city standards. • Call for required inspections as noted and prior to backfill. • Maintain IV seperation between the sanitary side sewer and the Nater service line. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per Ory standards that is caused by or occurs during the pemnitted project. THIS PERMT AUTHORIZES ONLY THE WORK NOTED. THIS PERWT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMVN (CURBS. SIDEWALKS. DRIVEWAYS, MV70UEES, ETC.) WILL REWIRE SEPARATE PERMSSION. PERMT TIM UMT. SEE ECDC 1e.00.00WXB) PUBLIC WORKS (425) 771-0235 PRE -11M ATMENi (425) 672-5755 REICYCIJNG (425)2754801 Wben calling for an Inspection please lease the following Information: Permit Number, Job Site Address, Type of hispectio0 being requested Contact Name and Phone Number, Date Prefereed, and ssbether you prefer morning or afternoon. • &Pre -Con • &Erosion Control/Mobilization • &StormTightlinc &StomnConncct to Stub • &Footing Drain Connection • 6WaterService Line &Double Check Detector Assern Vauh &RPBA with HotBox &Driveway Form& Slope Ver. • B-RetabningWall Foms/L.ocation &Retaining Wall Drainage • &Fire/Aid Address Sign ECmss Connection Final • E-EngcneeringFinal • &Setbacks B -Footings • B -Foundation Wag • B -Isolated Footings/Piers B-Retaming Wag B -Slab Insulation • B-PlumbGound Work ' • • • B -First Floor Frain ng • B -Plumb Rough In BQos Test/Pipe B -Equipment -Meeh B-Dderior Sheathing B -Shear Nailing B -Height Verification • B -Fire Stopping B -Framing • B-Walllnsulation/Caulk B -Floor Insulation/Caulk • &Ceiling Insulation/Caulk B-Sheetrock Nail B -Budding Final F.Ninguishers • F -Fire Dept Inspection F -Addressing Visibility F -Fire Final ?-Planning Final T C mmm� m m m —• 00 CL O (no' y OA= H n MCD ° .. re y c 0z"� N ODOy C]roc �mrt'n w� < m DC�m r .. 0 ytp S N a • 2 < _ c yp g n0D Q a O '' SD�c S to m m (n Z p fg�o ogZ,a�.., �.O y tD T 7 c m M w6 di • c 1 a'�i: N. CO m a. .r� m to x o W �t �. N �t �(•.4 p _ )t0(<d I1. 7 S(mlD m C m 4 1A n 7 a O mrd N . j3 CD 7 to m 0 T O�t7 ( / 0, j 4W c \1� 11 / ff r° '�o •• m . r, 1,z -z .. \\5;q 0 "m c `yx. D.. `Z14. G riia O Nv m y �i o o 1� O m 0 b 0 4t C to 00 C m 0 ZmCD D U1 m W 0 00 CD y. mm r .. N N m Z O0 0 N `10 xz 00 xT C March 25, 2010 Emerald Land Surveying, Inc. PO Box 13894 IM0l Creel4 WA 98082 Phone: (425) 3537198 Fax: (425) 357-0750 To: City of Edmonds Building Inspector Re: lxx Sunset Avenue Building Elevations I hereby certify that 1 have verified the elevation of the existing roof ridges on the buildings under construction at the listed address and measured the peals elevation at 44.12. The approved plans indicate a.maximum ridge height of 44.14 fat The ridge is 0.02 feet below the maximum ridge height. Point of reference for elevations is rebar w/Cap #30581 ser at the northeast property comer. The elevation of the rebar is 31.72 fed. If you have any questions, feel free to give me a call at (425) 359-7198: Sincerely, L Eble PLS Emerald Lend Surveying, Inc, MICROFILM ..IVA 116. To- - a re"10 E)NINWM Ag CSAOU&N \LZ ei LU U) Cj LJ Z 00 ..IVA 116. To- - a re"10 E)NINWM Ag CSAOU&N \LZ 0 dr Harrison, Marie From: John Thoresen Uet2@msn.comj Sent: Monday, June 20, 2011 2:39 PM To: Harrison, Marie Cc: Chuck Dodd; Heidi Evatt Subject: BLD20080463 Marie: Please be advised that Landsverk Quality Homes aka LQH, Inc. has been terminated as the General Contractor for all construction, permitting, inspections, etc. for all building, engineering, fire, and any other aspect of the Mixed Use Development at 121, 123, and 125 Sunset Ave. N. referenced as BLD20080463 and other associated permit numbers. I have already alerted the Building Inspector, who indicated that I should send you this email letter. This termination was effective beginning on June 17, 2011. The new Contractor will be contacting the City of Edmonds in the next couple of days. Please let me know if you need any other information from myself regarding this information. Thank you for making this change and we look forward to receiving our Certificate of Occupancy very soon. Regards, John E. Thoresen, Managing Member Sunset 100 LP (206)948-1195 MICROFILM LANDSVERK QUALITY HOMES, INC. 21118 66' Ave. W, Lynnwood WA 98036 Office 425-742-2742 Fax 425-673-6373 2/10/10 To: Pat Lawler Plans Examiner City of Edmonds From: Ron Skinner, PE LQH Inc 4k RE: Mechanical Permit application Under Building Permit #20080463, 0464, 0465 We would like to reduce the scope of our mechanical permit to cover the heating only at this time. When we are able to provide the necessary documentation, we will request the scope of work be expanded to include the AC. Thank you for helping me find a solution to move forward with construction while we wait for our supplier to respond to the AC portion of the permit questions. MICROFILM RECEIVED FEB 112010 DEVELOPMENT SERVICES CTA. CITY OF EDMONDS 0 f CITY OF EDMONDS MIKE COOPER MAYOR 121 51h AVENUE NORTH • EDMONDS, WA 98020 • (425) 771 0220 • FA% (425) 771-0221 Webwe. W o e*rono5 wa.us DEVELOPMENT SERVICES DEPARTMENT Inc. 18C0 December 1, 2010 Duane Landsverk Landsverk Quality Homes, Inc. 21 1 18 66'h Ave W Lynnwood, WA 98036 Re: Building Enclosure Requirements for permit numbers BLD 2008-0463, -0464 and -0465 Duane, This letter is in response to your request for removal of the Building Enclosure requirements from the above referenced permits. We have reviewed your request as well as the approved plans for the project and are in agreement that RCW 64.55 does not apply to this project. Please consider this letter as notification that the previously applied Building Enclosure conditions will no longer be required under these permits. Regards, I ci f F iAack Assistant Building Official City of Edmonds (425)771-0220 Cc: Leonard Yarberry, Building Official MICROFILM • Incorporated August 11. 1890 Sister City - Hekinan, Japan 1:: irl, n LANDSVERK QUALITY HOMES, INC. 21118 6611 Ave. W, Lynnwood WA 98036 Office 425-742-2742 Fax 425-673-6373 City of Edmonds Leif Bjorback 121 5th Ave. N. Edmonds, WA 98020 RE: FINAL PROJECT APPROVAL PERMIT #20080463 2oo80464 2oo80465 Leif, I am writing to address a requirement on the subject permits. There is a requirement noted on these permits that a Building Enclosure Inspection letter is required by final inspection. Per RCW 64.55.010 (6) (a) "A multiunit residential building means "A building containing more than two attached dwelling units,". It is my understanding that the developer never intended for this RCW to apply to this project and that is one of the reasons why they had 3 separate permits issued — for each building to be considered a duplex. These are not "multi unit" residential buildings and therefore the enclosure inspection letter requirement does not pertain to this project. I appreciate your prompt response in replying to my request that this requirement be removed for final approval. Sincerely, Duane Landsverk President MICROFILM March 25. 2010 To: City of Edmonds Building Inspector Re: I xx Sunset Avenue Building Elevations 1 hereby certify that I have verified the elevation of the existing roof ridges on the buildings under construction at the listed address and measured the peak elevation at 44.12. The approved plans indicate a maximum ridge height of 44.14 feet. The ridge is 0.02 feet below the maximum ridge height. Point of reference for elevations is rebar w/Cap 830581 set at the northeast property comer. The elevation of the rehar is 31.72 feet. If you have any questions, feel free to give me a call at (425) 359-7198. 1 Sincerely. n Brent L. Ebk PLS Emerald Land Surveying, Inc. N 67 Emerald Land Surveying, Inc. PO Box 13694 Mill Creek, WA 98082 Phone: (425) 359-7198 Fax: (425) 357-0750 March 25. 2010 To: City of Edmonds Building Inspector Re: I xx Sunset Avenue Building Elevations 1 hereby certify that I have verified the elevation of the existing roof ridges on the buildings under construction at the listed address and measured the peak elevation at 44.12. The approved plans indicate a maximum ridge height of 44.14 feet. The ridge is 0.02 feet below the maximum ridge height. Point of reference for elevations is rebar w/Cap 830581 set at the northeast property comer. The elevation of the rehar is 31.72 feet. If you have any questions, feel free to give me a call at (425) 359-7198. 1 Sincerely. n Brent L. Ebk PLS Emerald Land Surveying, Inc. N Associated Earth Sciences, Inc. _A Fk N 0 Ce%G 6nj Ober25 Veaaof Semy June 3, 2010 Project No. KE080122B Sunset 100 Limited Partnership c/o Real Estate Capital, LLC 16118 72n° Avenue West Edmonds, Washington 98026 Attention: Mr. John Thoresen AUG 20 2010 DEVELOP1,IENr SERVICES CTA. CITY OF EDMOWS Subject: Final Letter for Geotechnical Construction Monitoring Services Edmonds 121 Sunset Project 121 Sunset Avenue Edmonds, Washington Permit Nos. BLD2008-463 BLD2008-464 BLD2008-465 Dear Mr. Thoresen: As required by the City of Edmonds, Associated Earth Sciences, Inc. (AESI) has prepared this final letter regarding geotechnical construction monitoring observations for your project at the above -referenced site. AESI performed periodic site visits from February 12, 2009 through June 30, 2009 to observe the installation of augercast piles, site grading, foundation drains, and limited observation of structural fill (as detailed in our field reports) as specified by the City of Edmonds Special Inspection and Testing Agreement (see attachment). The results of our observations are summarized in Field Report Nos. 1 through 18, attached to this letter. AESI was not requested to be present during placement of fill on the east side of the buildings, between Sunset Avenue and the eastern perimeter walls. We understand that construction observations of sidewalks, curbs, and concrete aprons were performed by Cascade Testing Laboratory, Inc. at the request of the contractor, Landsverk Quality Homes. Cascade Testing Laboratory should be contacted to provide a similar letter summarizing the work that they observed and tested. Based on our observations, it is our opinion that the project earthwork AESI observed between February 12 and June 30, 2009 has been completed in general accordance with the approved project plans, the recommendations presented in our revised geotechnical engineering report dated January 14, 2009, and subsequent recommendations by AESI during construction. Kirkland • Everett • Tacoma MICROFILM 425-827-7701 425-259-0522 253-722-2992 www.aesgeo.com We appreciate the opportunity to be of service to you on this project. Should you have any questions regarding this letter, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington JGE L. 6( T �P F WAS Z Cr O zb�o �1u �(� 9fGISTElk N NAL �GSO& Edwardo Garcia, P.E. Bruce L. Blyton, P.E. Project Engineer Principal Engineer Attachments: City of Edmonds Special Inspection and Testing Agreement Field Report Nos. I through 18 EGM KE080122B2 PrujccW2008012ZX E%W P 2 CITY OF EDMON'2K SPECIAL INSPECTION AND TESTING AGREEMENT 6&A PERN'IIT q 2—C90"? 3 W r y6 �' DATE: /2 —'F^ od� PROJECT SITE; ADDRESS: J PROJECT NAM 6e:Z7- /d Q L? SPECIAI. INSPECTION AGENCY L) 7W SCiGIct_ *One form must be completed by each Special Inspection Agency or Inspector. SPECIAI.. INSPECTIONS REQUIRED: Special inspections are required for this project in accordance with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires We owner or the registered design professional in charge to employ an independent testinglinspection agency/special inspector to perform required special inspections. The independent agency hired to perform the duties of special inspection is required to be a registered agency with WABO under the Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with competence for inspection of the particular type of construction or operation requiring special inspection (SOQ may be required by the Building Official). The owner, registered professional, contractor and special inspector/agency shall complete the attached form and submit directly to the Building Division. WORK REQURING SPECIAI. INSPECTION: Special inspections will be required for the following categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC INFORMATION REGARDING REQUIRED SPECIAL INSPECTIONS SEH: "THE: S-1-ATEMENT OF SPECIAL INSPECTION A7TACHE:D APPROVED PLAN SHEET L: 1-abrication (1704.2) .. - n Wood Construction (1704.6) .. -- -- ---- -- X Steel Construction (1704.3) oils (1 70 4.7) L; Concrete (1704.4) - - Bolts installed in Concrete (1704.13) __-- r_, Special Moment Resistin • Concrete Frames (1704.4) Reinforcing Steel Prestressing Steel Tendons -(1704:4) A Structural Welding (1704.3.1) n High Strength Boltin • (1704.3.3) _ ...... L:. Masonry (1704.5) "-- n Reinforced Gypsum Concrete (1704.4) Structural Masonry for Seismic Resistance (1708.11 o Structural Observation (1709) n nsulatin Concrete Fill (1704 4) n Spray Applied Fire -Resistive Materia is (1704.10) IT•, Drilled Piers, and Caissons (1704.8. 1704.9) ri Shotcretr (1704.4) -- - _. - — r. Pier Foundanorts (1707.5) 11 Structural Steel (1707.2)__ 4_(irading. Excavation, Fill. Proof Rolling (1704.7) - ❑ Smoke -Control Systems (1704.14)— r Exterior Insulation and Finish Systems (1704.12) 3 Designated Seismic Systems (1707.9) D Cold Formed Steel Framing (1707.4) n Mechanical Components (1707.8) - u Storage Racks (17076) ; i Architectural Components (1707.7) -- K Structural \Vood (1707.3) -- _uSpcc�ial Cases (1704.13) r.. Seismic Isolation System (1707.10) _ )c..c 7otN tt/A-ct_ L'owi �... STK . r Mastic. Intumescent Fire Resistant Coatings (1704.11)_ -f -e d„i off}-T,� /�R�/-:.•r Y6E i.: I lieh 1 oad Diaphragms (1704.6.1) r. BEFORE: A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall complete this agreement and the attached Special Inspection Information Form, inc a��cuired acknowledgements and return to the Building Division for approval prior to permit issi JAN 2 3 2009 L:\TEMI'dIUILUING`.FORMS'ilnspcetion :SpcciallaspectionAgrccmrntlBC I RG V dacA07 BUILDINGDEPARTMENT TF EDMONNDS APPROVAL. OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Official prior to performing any duties or inspections. The company performing inspections must be WABO certified as well as the individual completing inspections. When required by the Building Official, each special inspector shall submit Statement of Qualifications to the City for review. Special inspectors shall display identification when performing special inspections on the project site. Special inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following: A. Duties and Responsibilities of the Special Inspector OBSERVE WORK The special inspector shall observe the site work for conformance with the approved (stamped) plans and specifications and applicable workmanship provisions of the IBC. Architect or Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections are to be performed on a continuous basis—meaning that the special inspector is on site at all times observing the work requiring special inspection. Periodic inspections are permitted only as specifically noted in the approved project plans in accordance with IBC Chapter 17, and as approved by the Building Official. Continuous Inspection means the same inspector is on site day to day to observe the work requiring special inspection. Periodic Inspection means some inspections may be performed on •a periodic basis to satisfy the requirements of continuous inspection, provided these periodic inspections are performed as outlined in the project plans and specifications, and approved by the Building Official. 2. REPORT NONCONFORMING ITEMS The special inspector shall bring non -conforming items to the immediate attention of the contractor and note all such items in the daily field report. Any item not resolved in a timely manner shall be immediate cause of the special inspector to notify the Building Official by telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or omission. It shall also be the duty of the special inspector to promptly notify the engineer or architect of record. 3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR Each special inspector shall complete and sign a daily report for each day's inspections. The daily reports shall remain at the jobsite with the contractor for review by the City Building Inspector. 4. WEEKLY REPORTS TO CITY The special inspector or inspection agency shall furnish the City with weekly reports of tests and inspections. The project engineer or architect, and others as designated shall also be copied on reports. Weekly reports must include the following: • Description and date of daily inspections and tests made with applicable locations • hist of all non -conforming items and locations • Report on status of non -conforming items (how each was resolved or unresolved) • Field changes authorized by the Architect, Engineer or City Inspector if not included in non-conformance items. L:\TEM P\13 U I I. DI NG\FOR M SA nspcc i ion\Spccial l aspect ionAgrecmend BC I R I: V.doc7'07 0 0 5. FINAL CONSTRUCTION REPORT The special inspector or inspection agency shall submit a final signed report or Certificate of Compliance to the City stating that all items requiring special inspection and testing were fulfilled and reported. And, to the best of his/her knowledge the project is in conformance with the approved plans and specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically addressed in this report. B. Contractor Responsibilities I. NOTIFY THE SPECIAL INSPECTOR OF AL1, REQUIRED SPECIAL INSPECTIONS It is the duty of the contractor to notify the special inspector when work is ready for special inspection. Note, the items listed on the attached Special Inspection Information Form and as noted on the approved plans and specifications are required to have special inspections. Adequate notice shall be provided by the contractor so that the special inspector has time to become familiar with the project. All work requiring special inspection must he approved prior to concealing or covering said work. 2. PROVIDE ACCESS TO APPROVED PIANS The contractor is responsible for providing the special inspector access to approved plans at the jobsite. 3. RETAIN SPECIAL INSPECTION RECORDS The contractor is responsible to retain at the jobsite all special inspection records submitted by the special inspector. These records are to be provided to the City building inspector upon request. C. Ci1v of Edmonds Buildine Division Responsibilities 1. APPROVE SPECIAL INSPECTION The Building Division shall approve all Special Inspectors and special inspection requirements. 2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS Work requiring special inspection and the performance of special inspectors shall be monitored by the City Building Inspector. Building Inspector approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. ISSUE CERTIFICATE OF OCCUPANCY The Building Official may issue a Certificate of Occupancy after all weekly special inspection reports including the final report have been submitted and accepted by the City. D. Owner Responsibilities I. The project owner or the engineer or architect of record acting as the owner's agent shall fund special inspection services. E. Engineer or Architect of Record Responsibilities 1. Prepare Statement of Special Inspections in accordance with IBC Section 1705. 2. Review the special inspection reports and provide corrective action for work that may not conform to the approved plans. LX1 EMf'\13UILDING\DORMS\Inspection\SpecialI nspectionAgrecntentlBCI REV doc7/07 ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement Owner name _ —�J �//_S�% /Z)D Z, (plc4sejwint or type) Sign Date Xz -,#--e�( General Contractor-onipany/Owner name DUCA n c Z-01) cej u' r k (please print or type) Signatur Date e e;;� Special Inspector/Agency Signatu Architect/Engineer me print or type) ( or type) Return the original signed agreement to the Building Division City of Edmonds Building Division 121 5'h Avenue North, Cit Ilall Second Floor Edmonds, WA 98020 ACCEPTED BY CITY OF ED City Official Signatu ILDING DIVISION: 1.\TGMP\BUII.DING\I:ORMS\lnspec(ion\Special) nspecUonAgreememlBC I RIiV.doc7i07 Date Date IV?1(99 FIELD REPORT Associated Earth Sciences, Inc E9 12 PM N L2 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. John Thorsen THE FOLLOWING WAS NOTED: FegMr4a6p8-4b3.4V4.4b5 PeeelofI .Date Project Name, - - Project No. 2-12-09 unset 121 KE0801228 Location Weather 121 Sunset Ave Edmonds WA Cloud 40's Municipdity Report Numba City of Edmonds 1 Fngincer/Archited C & G Engineering client/0"a SUSET 100 Limited Partnership General Contnctor/Superintenderu Duane Landsuerk Grading Commotor/Superintendent AESI visited the site as pan of a pre -concoction meeting. Upon arriving, AESI met with Duane Landsuerk (Contractor), Melissa Doonan with C and G Engineering (Structural Engineer), John Thorsen (Owner), and various representatives from the City of Edmonds. After walking the site and reviewing the plan set, it was determined that observed grades were approximately 3 feet above finished site grades. The existing slopes on the eastern property boundary do not allow for temporary cuts as recommended in the geotech report, nor do they allow for OSHA standards to be met using the current plan. AESI was asked if the observed slopes could be steepened, but based on the subsurface soil conditions encountered during our explorations and observed on site, steepening the slope isnot recommended. It is recommended that the slopes remain undisturbed, or if grading occurs to conform to the recommendations presented in the geotech report. The -Structural determined that additional shoring might be required along the easter wall to reach finished floor elevations. It is expected that an updated plan sheet will be forwarded to AESI upon completion of any re -design. The City of Edmonds reviewed the Special Inspection and Testing Agreement w/ AESI and it was requested that we provide held reports at least once a week to the City. At the time of our departure, AESI observed that the sparse vegetation on site had been removed from the site. Organic topsoil had been stripped and piled near the central portion of the property. Subgrade soils observed on site were wet, pumping under the weight of the observer, and shallow ground water was observed in the southwest comer of the property. AES] recommended that exposed soils be covered as soon as possible as part of the erosion control process. Shallow ground water is expected to be present during the construction phase and it is recommended that the contractor make preparations for disposal of collected storm water. It was recommended that the slopes along the eastern property boundary be covered with plastic sheeting to prevent erosion into the work area. COPIES TO: DATE MAILED: FEB 2 0 2004 FIELD REP.: Ed arcia PRINCIPAL / PM: FIELD REPORT Associated Earth Sciences, Inc. R2 19 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATIN: Mr. John Thorsen AS REQUESTED BY Mr. John Thorsen THE FOLLOWING WAS NOTED: Peel of Date Project Name Project No. 2-18-09 Sunset 121 KE080122B L ration wealher 121 Sunset Avej Edmond WA P. Cloud 40's Municipality Report Number City of Edmonds 2 EnginceArchitect C & G Ea alnetrinit Climt/owner SUSET 100 Limlted Partnership Genual Contrutur/Supenntewent Duane Landsuerk Grading Conuxtu/Supavuendeat Since our last site visit, it has been noted that existing site conditions vary slightly from those presented on the approved plan sheet The contractor has stated that the existing slope conditions along the eastern property boundary do not allow for him to place augercast piles and grade beams with a 4 -foot vertical cut, as called for on the plan sheet. Existing site conditions suggest deeper cuts and the possible inclusion of shoring or slope regrading to achieve OSHA requirements and/or recommended temporary cut slopes. The contractor has met with the structural engineer of record to discuss possible options on how to proceed. AESI arrived at the request of Duane Landsuerk to observe an exploration pit excavated on site. The additional exploration pit is to identify subsurface soil conditions within the slope along the eastern property boundary. AESI observed the advancement of the exploration pit at the approximate location shown on the attached site plan to a total depth of about 8 vertical feet. AESI observed about 2.5 feet of fill, 4.5 tett of loose, native silty/sandy material with relatively low percentages of gravel, and about 1.5 feet (bottom of excavation) medium dense sandy silt with varying gravel contents. Because the pit was excavated perpendicular to the slope, the bottom of the excavation was at or near bottom of slab elevations, or within I foot of existing site grades. Ground water was not observed in the exploration pit, nor was significant caving observed along the side walls of the trench. The purpose of the exploration pit was to determine if the recommended slopes for temporary cuts presented in AESI's geotechnical report could be steepened. In the report, AESI recommended that temporary cuts not be steeper than 1.5 Horizontal:I Vertical. Based on the amount of 6B and loose material observed in the exploration pit, AESI does not recommend modifying the recommendations presented in the report. Temporary cuts shall remain no steeper than 1.5H:1 V due to the relatively poor soil conditions observed below/within the slope. COPIES TO: FIELD REP.: Ed e DATE FEB L 7 1009 - MAILED: PRINCIPAL/PM: PM: R 0 ie•+is noa r i NVId IO LN00 NOISO83 A]1VdOdN31 omw VA •smarm IAV 1]OMIIi ITI SOONM LISMS T N U r 0 FIELD REPORT Associated Earth Sciences, Inc. Cf :ice ►1 n 911 Filth Avenue, Suite 100 Kiddand, Washington 98033 425827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership do Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. John Thorsen THE FOLLOWING WAS NOTED: Page I of 1 Due Projeu Nunc Project No. 2-19-09 unset 121 KE080122B I.oution WeaWc 121 Sunset Ave Edmonds WA Sunny, 40's Municipality Report Number City of Edmonds 3 Fnguu=/Architect C h G Engineering CIicntlo r -- SUSET 100 Limited Partnership General Caursuor/Superintodmt Duane Lands Grading Conuactorrsuperintendem AESI attended a meeting with C and G Engineering (Structural) and Landsuerk Quality Homes (Contractor) in attendance. The purpose of the meeting was to resolve issues regarding shoring along the north and eastern property boundaries. It was determined that much of the shoring can be reduced or eliminated provided that the floor slah/grade beam system can be raised. A summary of the items discussed is presented below: 1. The Contractor is to acquire an easement extending north off the property. The easement would allow for grades to be cut extending up to the existing building, provided that the foundations consist of pildpier, or similar deep foundation systems. 2. The Structural will attempt to confirm that the property to the north is founded on a deep foundation system. 3. It is recommended that the Contractor perform photo and video documentation and survey of existing buildings to the north and south of the property as soon as possible. To date, AESI is not aware of such a survey being performed. 4. The existing slope along the eastern property boundary will require minor trimming to achieve desired grades. it is expected that slopes extending from the SE property boundary to approximately 45 feet south of the NE property boundary will not require shoring or significant regarding. It is recommended that the slope be trimmed to approximately 1.5H:1 V (Horimnml:Vertical). It is expected that slope trimming will require approximately 3 feet of encroachment into the right of way. AESI has recommended that the slope face be compacted after slope trimming activities and covered to prevent reveling of the slope. 5. The approximately 45 feet section extending south from the NE property boundary will require shoring if constructed as shown on the approved plan set. It was suggested that floor and grade beam elevations be raised such that shoring would not be required. It is estimated that the grade beam would have to be raised between 4 and 6 feet to eliminate shoring, in conjunction with slope trimming. The structural will modify the plans and submit them to the City. 6. It is recommended that the northern property boundary not contain vertical cuts due to the relatively loose soils observed on site. Grading or shoring is recommended to achieve desired grades. At the conclusion of the meeting AESI was notified by the contractor that he would attempt to trim the slopes and requested our presence back on site on 2-27-09. Construction activities beyond slope trimming and grading for augercast piles are not expected. COPIES TO: DATE MAULED: FEB 2 7 2009 FIELD REP.: Ed Gtuci PRINCIPAL / PM: ' FIELD REPORT Associated Earth Sciences, Inc. 0 911 Fifth Avenue, Suite 100 Kirtland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC - - 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: - Pape I of 1 Date Project Nam project No. 2-27-09 unset 121 KE080122B Location - weather 121 Sunset Ave Edmon WA Sunny, 50's Municipality Report Number City of Edmonds 4 - Engineer/Archi rot C & G Eo Ineedn Client/Dame SUM 100 Limited Partnembl General Cm=tm/Supermtendem Duane Landsverk Grading Cwtraetor/Supainlendent AESI arrived on site as part of ongoing construction monitoring. Since our last visit, AESI observed that the contractor has placed additional plastic sheeting extending out over the property boundary and into the right of way along the eastern property boundary. The plastic sheeting covers aggregate that was placed below a section of ripped out sidewalk and is secured with sandbags. The contractor has also completed the removal of organic topsoil that had been stockpiledon site and drum rolled exposed soils across the majority of the property. At the time of our visit, it does not appear that the contractor has trimmed the slopes along the eastern property boundary, as discussed in DFR #3. At the time of our visit, the slopes remain covered with plastic sheeting and secured with sandbags as part of ongoing erosion control BMPs. It is recommended that the BMP's continue being implemented until such time as the contractor elects to trim the slope as part of site developrnenL AESI will return as directed by the contractor as part of our construction monitoring services. COPIES TO: °AIL MAILED: MAR S 3 2009 FIELD REP.: Ed Gare' PRINCIPAL / PM: FIELD REPORT Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 423-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Page I of I Date Projca Name Pmjea No. 3-27-09 unset 121 KE080122B tnntimt Weather 121 Sumel Ave Edmonds WA Sunny, so's Munici*ity - Repon Number City of Edmonds s Enginas/Archima C & G En ineerin Ctient/ow SUSET 100 Limited Partnership General Cwtracmr/Superintendent Duane Landsverk Grading Conuacuu/Soperimendent AESI arrived on site as part of ongoing construction monitoring. Since our last visit, AESI observed that the contractor has trimmed portions of the slope along the eastern property boundary as part of site preparations and preliminary grading. At the time of our arrival, the slopes were largely covered with plastic sheeting but appeared to beat or near 2HA V. AESI observed that the slope had been trimmed to. include an approximately 4 vertical foot cut at the toe of the slope. The cut appears to be in general accordance with the recommendations presented in our geotechnical report Due to the potential for slope instability, it is recommended that the slope continue to be observed by the geotechnical engineer until such time as grading activities Flatten the slope. AESI observed generally soft subgrade conditions and ponded water in the central portions of the property. At the time of our visit, minimal attempts have been made to stabilize subgrade conditions within the building footprint. The soft soils will likely be disturbed from vehicle/equipment traffic across the site. We have been informed by the contractor that lie piling equipment will be transported onto the site on April 1°, 2009. AESI will return as directed by the contractor as part of our construction monitoring services. COPIES TO: DATE MAILED: MAR 9 0 2009 FIELD REP.: Ed Gare f . 6 • y PRINCIPAL / PM: FIELD REPORT Associated Earth Sciences, Inc. ® 0 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 Ate': Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Pae I of I Date Project Name Project No. 04-03-09 unset 121 KE080122B L�tim wuthv 121 Sunset Av Edintinds, WA Sunny, 50's mmicipatity Report Number City of Edmonds - 6 EnginoeArchitmt - C & G Engineering Cliat/owna SUSET 100 Undled Partnershl General Contractor/Superintendent Duane Landsverk Gn ling Contnaor/Superintendent AESI arrived on site as part of ongoing construction monitoring. Our presence was rrquested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation. At the time of our arrival, we observed that the AC pile contractor, McDowell, had arrived on site and had begun setting up the crone for pile installation. The crane contained a 70 foot boom able to support AC piles up to 50 feet in length. It is our understanding that AC pile installation will begin the morning of 04-06-09. While on site, we observed shallow excavations for the grade beam along the west and northwest comer of the site. The shallow excavations were approximately 2 feet below existing site grades. Due to recent rainfall, the excavations were largely filled with water. It was also observed that the grade beam excavations resulted in ovcrsteepened conditions in the northwest comer of the site. Previous site visits document moderately steep slopes in the former location of the rockery. Previous conditions were observed to have less than 4 vertical feet of cm and sloped back to the northern property boundary. During our site visit, we observed that grade beam excavations resulted in oversteepened conditions extending more than 7 vertical feet in height and crossing the northern property boundary, into the neighbors grass lawn to the west of the adjacent structure. The contractor has stated that he has contacted the neighbor and that they have an agreement in place for the contractor to repair and replace the undercut portions of the fence upon completion of the project. The oversteepened conditions do not present an immediate risk to persons or property due to the relatively open nature of the cut, but the oversteepened condition should still be observed regularly by the geotechnical engineer until such time as the slope is repaired/flattened. AESI also observed erosion along the eastern property boundary, below a water line that was recently installed. AESI observed that a new water line had been installed for on-site use that required excavation into the slope along the eastern property boundary. The new water lime stubbed out perpendicular to the slope and water seepage and debris was observed to have run out from under the pipe. The contractor stated that the debris would be cleared up and that exposed portions of the slope would be covered with plastic sheeting before leaving the site. The slope generally appeared to be intacI and no further slope mitigations other than covering the slopes with plastic sheeting is recommended at this time. AESI took photos of the site and have documented the generally wet conditions observed below the newly installed water line. AESI will return as directed by the contractor as part of our construction monitoring services. COPIES TO: FIELD REP.: Ed Garet D ATE APR 1 0 2009 PRINCIPAL/PM: FIELD REPORT Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West,. Edmonds, WA 98026 AM: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Parte I of I Dere Project Nam Project No. 04-06-09 onset 121 KE080122B Location - Weather 121 Sunset Av Edmond WA Sunny, 60-70OF Municipality Report Number City of Edmonds 7 Engineer/Architect 68 C A G Engineering 21 Clicnttow er 16 SUSET 100 Limited Partnership 28 General contractm/Superintendrnt 15 Duaue Landsverk 36 Pile Conusctur/Superintendent 2.68 McDowell Pile King / Matt 82 AESI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Laodsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation. Augercast Piles McDowell used a crane with a 70 foot boom able to support the augercast pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet. A total of 4 piles were installed today three of which were part of different pile clusters in which 3 or 4 piles were within leu than 5 pile diameters of each other and as a result should not be drilled in the same day to prevent piles from blowing out into each other compromising the borings. All four piles were listed as requiring 20 feet of embedment at a minimum and were drilled to a depth of 36 feet The upper 13 to 15 feet of fill on the site was noted to be loose organic soil and fill that is unsuitable for a typical building foundation. The stable soils below the loose soil consisted of hard silty sand with gravel. Once drilling was complete 4000 ps t concrete was placed through the shaft of the augeicast pile to the -bottom of the boring. The piles we installed allowing for 16 to 22 feet of head for the concrete above the base of the drill. Next rebar cages and center bars made o� bar rebar were installed into the borings. The center bar extended to the full length of the pile and the rebar cage only extended to a depth of 22.5 feet. Pile number 23 had to be re -drilled because of difficulty inserting the rebar cage into the boring, likely because of sloughed cutting left in the boring at a depth of approximately 15 feet See table below for a summary of piles completed today. See page two for a map of the piles completed today. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened.- This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. Pile # Pump Counts Depth of Bearin Embedment Total Depth Concrete Hea CY used 23 73 15 21 36 16 2.92 23R 68 15 21 36 16 2.72 28 67 15 21 36 18 2.68 35 82 14 22 36 20 3.28 71 76 13 23 36 22 3.04 .COPIES TO: FIELD REP.: DATE APR 1 O 2009 PRINCIPAL/PM: MAILED: Michael Place P.E. Bruce Blyton P.E. "7 FIELD REPORT Associated Earth Sciences, Inc. ® 0 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827.5424 TO: Sunset 100 Limited Partnership do Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 AT TN: Mr. John TUrsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Paxe I of 2 Date Project Namc Project No. 04-07-09 onset 121 KE090122B txation weather 121 Sunset Av Edman WA - Sunny, 60-70OF Municipality Report Number CAry of Edmonds 8 End/Architect _ C & G Engineering CIirnVOwna SUSET 100 United Partnershl General Contmoor/superintendent Duane Landsverk Pile Contractor/Superintendent McDowell Pile lanit / Man AESI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation. Augercast Piles McDowell used a crate with a 70 foot boom able to support the AC pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet. A total of 12 piles were installed today three of which were part of different pile clusters in which 3 or 4 piles were within less than 5 pile diameters of each other and as a result should not be drilled in the same day to prevent piles from blowing out into each other compromising the borings. Pile ranged in depth from 27 to 37 feet with embedment depths of 12 to 22 feet. The upper 15 feet of fill on the site was noted to be loose organic soil and fill that is unsuitable for a typical building foundation. The stable soils below the loose soil consisted of hard silty sand with gravel. Once drilling was complete 4060 psi concrete was placed through the sbaft of the augercast pile to the bottom of the boring. The piles we lied allowing for 12 to 15 feet of head for the coperete above the base of the drill. Next rebar cages and center bars made of6 oR bar rebar were installed into the borings, 6 bar for 25 foot piles andig bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet See table below for a summary of piles completed today. See page two for a map of the piles completed today. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. Pile # Pum Counts De th of Bearin Embedme t Total Depth ConcVfj rete Head CY used 26 75 15 22 37 15 3.00 42 74 15 22 3.7 13 2.96 2 67 15 12 27 12 2.68 4 - 64 15 12 27 13 2.56. 3 70 15 18 33 13 2.80 6 5 COPIES TO: DATE MAILED: APR 1 0 2009 FIELD REP.: Michael Place P.E. PRINCIPAL / PM: Brun Blyton P.E. 3 15 12 27 13 2.12 5 77 15 21.5 36.5 13 3:08 1 69 15 17 32 15 2.76 32 84 15 22 37 13 3.36 34 69 15 22 37 15 2.76 8 63 15 .12 27 15 2.52 22 59 15 12 27 13 2.38 COPIES TO: DATE MAILED: APR 1 0 2009 FIELD REP.: Michael Place P.E. PRINCIPAL / PM: Brun Blyton P.E. 0 FIELD REPORT Associated. Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72m Avenue West, Edmonds, WA 98026 ATTN: Mr. -John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Page I of 2 Date Project Na— Project No. 04-08-09 unset 121 KE080122B Location Weather 121 Sunset Ave,Edrnon4 WA Overcast 50°F Municiphiy Report Number City of Edmonds 9 FogineWArchiteet 67 C & G Engineering 22 ClientAo"er 10 SUSET 100 Limited Partumblit 19 General Contractor/Superintendent 15 Duane Landsverk 37 Pik Connactor/Superintendent - McDowell Pile 10n / Matt 68 AESI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation Augereast Piles McDowell used a crane with a 70 foot boom able to support the AC pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet A total of 11 AC piles were installed today three of which were pan of different pile.clusters in which 3 or 4 piles were within less than 5 pile diameters of each other and as a result should not be drilled in the same day to prevent piles from blowing out into each other compromising the borings. Pile ranged in depth from 27 to 37 feet with embedment depths of 12 to 22 feet. 'Ihe upper 15 feet of fill on the site was noted to be loose organic soil and fill that is unsuitable for a typical building foundation The stable -soils below the loose soil consisted of hard silty sand with gravel. Once drilling was complete 4000 p3L oncrete was placed through the shaft of the AC pile drill to the bottom of the boring. The piles were installed allowing for 10 to 15 feet of head for the oncrete above the base of1he drill. Next rebar cages and center bars made oA A bar rebar were installed into the borings; bar for 25 foot piles and 8 bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet See table below for a summary of piles completed today. See page two for a map of the piles completed today. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. Pile ii Pum Counts Depth of Bearing Embedment Total Depth Concrete Head CY used 24 65 15 22 37PT 11 2.6 29 67 15 22 37 10 2.68 19 77 15 22 37 11 3.08 33 68 15 22 37 11 2.72 52 67 15 22 37 12 2.68 68 55 1 15 12 27 11 2.2 70 70 15 22 37 13 2.8 65. 69 15 22 37 15 2.76 61 55 15 12 27 10 2.2 59 56 15 17 32 11 2.24 43 55 15 17 32 12 2.2 COPIES TO: DAA MAILED: APR 1 0 2009 FIELD REP.: Michael Place P.E. PRINCIPAL/PM: Bruce Blyton P.E. D.J. .rlsfolld' today / FIELD REPORT Associated Earth Sciences, Inc. ® 0 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY - Mr. Duane Landsverk - THE FOLLOWING WAS NOTED: Page I of 2 Date Project Name Project No. 04-09.09 onset 121 KE080122B Location - Weather 121 Sunset Ave,Edmonds, WA Overcast 50-F Municipality Report Number City of Edmonds 10 Engineer/Architect 2.76 C & G Engineering 75 CSern/o to 24 SUSET 100 Limited Partnership General Cuntnctor/Supainundern 3.00 Duane Landsverk - 62 Pile Contractor/Superintendent 20 McDowell PlIe Kin / Matt AESI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Iand sverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation Augercast Plies McDowell used a crane with a 70 foot boom able to support the AC pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet A total of 11 AC piles were installed today-, all piles were note to be at least 5 pile diameters apart to prevent piles from blowing out into each other. Piles ranged in depth from 27 to 37 feet with embedment depths of 12 to 27 feet The upper 15 feet of soil on the site was noted to be loose organic soil and fill that is unsuitable for a typical building foundation. The stable soils below the loose soil consisted of hard silty sand with gravel. Once drilling was complete 4000 psi concrete was placed through the shaft of the AC pile drill to the bottom of the boring. The piles were installed allowing for 9 to 17 feet of head for the concrete above the base of the drill. Next rebar cages and center bars trade of 6 or 8 bar rebar were installed into the borings, 6 bar for 25 foot piles and 8 bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet See table below for a summary of piles completed today. See page two for a reap of the piles completed today. Erosion The contractor has a small section in the northwest corner of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. - - - Pile # Pump Counts Depth of BearingEmbedment Spec. EmbedmentN32 Concrete Head CY used 74 69 10 27 20 10 2.76 73 75 13 24 20 10 3.00 72 62 12 20 15 10 2.48 53 66 14 18 15 12 2.64 36 60 15 17 15 32 10 2.40 69 73 13 24 20 37 12 2.92 67 56 13 14 10 27 10 2.24 64 53 12 15 10 27 9 2.12 63 81 14 23 20 37 17 3.24 66 55 15 12 10 27 14 220 60 54. 14 13 10 27 10 2:16 COPIES TO: DATE MAILED: APR 2 2 2009 FIELD REP.: Michael Place P.E. PRINCIPAL / PM: Bruce Blyton P.E. i FIELD REPORT Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-927-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC - 16118 72 Avenue West, Edmonds, WA 98026 AT1N: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Pagel of 3 DatePmjal Name - Project No. 04-10-09 uaset 121 KE080122B Location Wwdwx 121 Sunset Ave,Edmonds, WA Overcast, 50°F Municipality - Report Nunitr City of Edmonds - - 11 Enginmr/Amhitmi - C & G En laeerin Climt Owner SUSEr 100 Limited Partnership Genual Contractor/Superintendatt Duane Landsverk Pile Cwtnctn/Superintendent McDowell Pile Wag /Matt AESI arrived on site to perform construction monitoring activities associated occurring on site today.- Our presence was requested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile Installation. Augercast Plies McDowell used a crane with a 70 foot boom able to support the AC pile installation drill with an 18 inch diameter drill capable of drilling to.a-depth of 40 feet A total of 21 AC piles were installed today; all piles were note to be at least 5 pile diameters apart to prevent piles from blowing out into each other. Piles ranged in depth from 27 to 37 feet with embedment depths of 12 to 23 feet. The upper I I to 15 feet of soil on the site was noted to be loose organic soil and 511 that is unsuitable for a typical building foundation. The stable soils below the loose soil consisted of bard silty sand with gravel. Once drilling'was complete 4000 psi concrete was placed through the shaft of the AC pile drill to the bottom of the baring. The piles were installed allowing for 9 to 17 feet of head for the concrete above the base of the drill. Next rebar cages and center bars made of 6 or 8 bar rebar were installed into the borings, 6 bar for 25 foot piles and 8 bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet. See table on page two for a summary of piles completed today. See page three for a map of the piles completed today. - Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with allthe other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. COPIES TO: FIELD REP.: DATE PRINCIPAL/PM: MAILED: APR 9. 9. ?nnc Michael Place P.E. Bruce Blyton P.E. KE -080122 4-10-09 page 2 of 3 Pile # Pump Counts Depth of Bearing Embedment Embedment Spec. Total Depth Concrete Head CY Concrete used 62 54 13 14 10 27 10 2.16 58 50 12 14 10 27 10 2.00 56 53 11 16 10 27 10 2.12 57 67 14 18 15 32 15 2.68 40 81 15 22 20 37 13 3.24 55 78 14 23 20 37 15 3.12 39 82 15 22 20 37 11 3.28 20 84 15 22 20 37 11 3.36 41 61 15 _ 12 10 27 10 2.44 45 64 15 17 15 32 10 2.56 44 76 15 22 20 37 13 3.04 25 65 15 17 15 32 15 2.60 27 81 15 22 20 37 10 3.24 10 73 15 17 15 32 11 2.92 16 80 15 17 15 32 11 3.20 48 80 15 22 20 37 13 3.20 47 56 15 12 10 27 11 2.24 51 77 15 22 20 37 13 3.08 50 71 15 17 15 32 11 2.84 30 59 15 17 15 32 9 2.36 46 51 15 12 10 27 5 2.04 FIELD REPORT Associated Earth Sciences, Inc. 0 911 Fifth Avenue, Suite 100 Kirklnnd, Washington 98033 425427-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 . Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Palle 1 of 3 Date Pmjeci Name Prgeet No. -- 04.1J-09 Sunset 121 KE080122B Location Weather - . 121 Sunset Ave Edmonds WA Shower 40OF Municipawy Report Nwnber City of Edmonds 12 Engineer/Ambiteei Enghiftdu aknuoO r SUSEf 100 Limited Partnership Gmenl Conuactor/SuperiumWent Duane Landsverk Ale Cwtwor/Superintndm McDowell Pile Kin / Matt AESI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation. Augereast Piles McDowell used a crane with a 70 foot boom able to support the AC pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet A total of 13 AC piles were installed today; all piles were note to be at least S.pile diameters apart to prevent piles from blowing out into each other. Piles ranged in depth from 27 to 37 feet with, embedment depths of 17.6 22 feet. - The upper 15 to 17 feet of soil on the site was noted to be loose organic soil and 511 that is unsuitable for a typical building foundation. The stable soils below the loose soil consisted of bard silty sand with gravel. Once drilling was complete 4000 psi concrete was placed through the shaft of the AC pile drill to the bottom of the boring. The piles were installed allowing for 10 to 15 feet of head for the concrete above the base of the drill. Next rebar cages and center bars rade of 6 or 8 bar rebar were installed into the borings, 6 bar for 25 foot piles and 8 bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet. Pile operations were halted because the drive chain for the auger broke while attempting to drill pile 38. The fiat two piles for this job will be completed tomorrow. See table on page two for a summary of piles completed today. See page three for a imp of the piles completed today. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. COPIES TO: FIELD REP.: DATE PRINCIPAL / PM: MAILED: APR 9 2 209 Michael Place P.E. Bruce Blyton P.E. KE -080122 4-13-09 page 2 of 3 Pile # Pump Counts Depth to Bearin Embedment Embedment Spec. Total Depth Concrete Head Concrete used CY 49 76 15 22 20 37 10 3.26 9 77 15 22 20 37 10 3.30 15 58 15 17 15 32 10 2.49 31 69 15 22 20 37 15 2.96 14 71 15 1 22 20 37 13 3.04 7 63 15 22 20 37 15 2.70 12 63 15 17 15 32 11 2.70 11 60 15 17 15 32 11 2.57 21 71 15 22 20 37 10 3.04 17 63 15 17 15 32 10 2.70 13 61 15 17 15 32 13 2.61 18 62 1517 15 32 15 2.66 37 74 15 17 15 32 10 3.17 38' 17 15 25 - • Pile not completed today due to drive chain breaking. f P��P =hsta((pf� PV<�ious(i SUhset -�- Pil< ZHs{ollprl tad�y KE -09012 T RA — I i 4 _WU -a _. alt I I 1A, I Ir� I i s� _ FIELD REPORT Associated Earth Sciences, Inc. 99 Is PM N n 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership do Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Page 1 of 2 Date Project Name - Project No. 04-10-09 1 Sunset 121 KE0801228 Location weeteer - Partly Cloudy, 121 Sunset Ave Edmonds WA 40°F Municipality Report Number City of Edmonds 13 Envoeer/ArrLhect 15 10 -C & G EnRIneerinst 10 Giem/Owver SUSET 100 Limited Partnership Genenl Contracmr/Superintendent Duane Landsverk Pile Connapor/Superintadent McDowell Pile King / Matt AFSI arrived on site to perform construction monitoring activities associated occurring on site today. Our presence was requested by Mr. Ron Skinner on behalf of Landsverk Quality Homes (LQH) to observe site conditions prior to Auger Cast (AC) Pile installation. Augereast Piles McDowell used a crane with a 70 foot boom able to support the AC.pile installation drill with an 18 inch diameter drill capable of drilling to a depth of 40 feet. A total of 2 AC piles were installed today, all piles were note to be at least 5 pile diameters apart to prevent piles from blowing out into each other. Piles ranged in depth from 27 to 37 feet with embedment depths of 12 to 23 feet. The upper 13 to 17 feet of soil on the site was noted to be loose organic soil and fill that is unsuitable foi'a.typical building foundation. The stable soils below the loose soil consisted of hard silty sand with gravel. Once drilling was'complete 4000 psi concrete was placed through the shaftof the AC pile drill to the bottom of the boring. The piles were installed allowing for 5 to 10 feet of head for the concrete above the base of the drill. Next rebar cages and center bars made of 6 or 8 -bar rebar were installed into the borings, 6 bar for 25 foot piles and 8 bar for 30 and 35 foot piles. The center bar extended to the full length of the piles and the rebar cage only extended to a depth of 22.5 feet. See table below for a summary of piles completed today. See page two for a map of the piles completed today. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted today. Pile # Pump Counts Depth to Bearing Embedment Embedment Sec. Total Depth Concrete Head Concrete used CY 36 61 17 15 15 32 5 1 2.61 54 62 13 15 10 27 10 1 2.66 COPIES TO: f 7faa-l":1 MTE PRINCIPAL / PM: AILED: APR 2 2 2009 Ne Jh5i-,r((ed * P" Swi set Pile '1&,Sfv((Pd tOd(;'tY KE -0901.2 14-I!F- 0 ED '7F W -W 4k -AL rwAc 41-- 119m, ®r, I FIELD REPORT Associated Earth Sciences, Inc. a 911 Fifth Avenue, Suite 100 Kiridand, Wash1nSton 98033 425-827-7701 FAX 827-5424 . TO: Sunset 100 Limited Partnership c/o Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen . AS REQUESTED BY. Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Pave 1 of 1 Date Pmj= Naine Project No. OS -5-09 Sunset 121 KE080122B Location - weather Partly Cloudy, 121 Sunset Ave,Edmonds WA 400F Municlpslhy Report Number City of Edmonds 14 Engineer/Architect C & G Engineering ClienUOwer SUSET 100 Limited Partnership General Conuactor/SLpenoterdent Duane Lamdsverk / Ran - Pile Contractor/Superlmenden AES] arrived on site to observe progress on the proposed building pad and examine the erosion control measures. Building Foundation The contractor has excavated out the augercast piles and the footprints of the footings and the grade beams. They have begun forming and placing steel in preparation for concrete placement in the northern most condo structure. Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted since our last site visit. COPIES TO: FIELD REP.: DMA ED: MAY 8 2009 PRINCIPAL / PM: i i Michael Place P.E. i Bruce Blyton P.E. FIELD REPORT Associated Earth Sciences, Inc. Pane t of z 0 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827.7701 FAX 827-5424 TO: Sunset 100 Limited Partnership do Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Date Project Name Project No. OSIS -09 Sunset 121 KE080122B Location Weather Partly Cloudy, 121 Sunset Ave Edmonds WA 65OF Municipality Report Number City of Edmonds 15 - Engineer/Arehiuct C&G Qkat/Owner SUSET 100 Unalted Partnership General Conuaetor/Supainurdent Duane Landsverk / Eon Pik CDNraetor/Supermtende t APSI arrived on site to observe progress on the proposed building pad and examine the erosion control measures. Footing Drains The contractor placed a 4 inch diameter footing drain along the western end of the site that feeds into the site storm drain system. Additionally two of the three 4 inch diameter storm drain pipes that travel up along si&e grade beams have been installed These pipes were bedded in 1 V4 inch crushed clean rock. The two drains that were installed on the southern side of the southern and central grade beams and are shown on the drawing on page two of this report Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - -steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope conditions were noted since our last site visit. COPIES TO: DATE MAILED: MAY 2 0 1009 FIELD REP.: Michael Place P.E. PRINCIPAL / PM: Brame Blyton P.E. ,suh5et 131 5-18-09' .S r � r FIELD REPORT Associated Earth Sciences, Inc. 2 911 Fifth Avenue, Suite 100 KiMand, Washington 98033 425-1117=7101 FAX 827-5424 TO: Sunset 100 Limited Partnership clo Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Iv1r. Duane Landsverk THE FOLLOWING WAS NOTED: Pace 1 nr 2 DamProJeet Name Project No. 06-1009 Sunset 121 KE080122B Location weather 121 Sunset Ave, Edmonds WA Suns 7S°F Municipality Repan Number City of Edmonds 16 Engineer/Arehlteat C & G Engineering CSenVowner SUSET I00 Limited Partncmhl General Contractor/SuperinmMent Duane Landsverk / Ron - Pile Contractor/Superimendent AESI arrived on site to observe progress on the proposed building pad and examine the erosion control measures. Footing Drains The contractor placed a 4 inch diameter footing drain along the eastern and northern ends of the site that feed into the site storm drain system. Additionally the third interior 4 inch diameter storm drain pipe was installed along the northern interior grade beam. These pipes were bedded in 11/4 inch crashed clean rock. The drains installed in and around the building foundation are shown on the drawing on page two of this report Erosion The contractor has a small section in the northwest comer of the site where the slope to the neighboring property is over - steepened. This section along with all the other slopes have been covered with plastic and no significant changes in the slope 'conditions were noted since our last site visit COPIES TO: DATE MAILED: JUN 1 2 2009 FIELD REP.: Michael Place P.E. PRINCIPAL / PM: Bruce Blyton P.E. A I 01-o'l n i6ewe) a" 5-19-oy 4* OValh 065ewe✓ on 6-10-oy i FIELD REPORT Associated Earth Sciences, Inc. IF, 911 Fifth Avenue, Suite 100 Xirklgnd, Washington 98033 425-827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership do Real Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: W. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Page I of 2 Date Project Name Project No. 06-26.09 Sunset 121 KE080122B iaeauon weather 0 Partly Cloudy, 121 Sunset Ave, Edmonds, WA - 7(rF Municipality Report Numbcr City of Edmonds 17 Engtaeer/Architect 7.6 C'& G Engineerioll 90% cheauow 3 SUSET 100 Limited Partnership 119.8 General Contractor/Sr're^^Ae^i 133.5 Thune Landsverk / Ron Pass Pile Contractor/Superimendem 0 AESI arrived on site to observe progress on the proposed building pad and examine the erosion control measures. Backfill The contractor backfilled the exterior of the interior of the northern buildings foundation wall and on the ramp for access to the proposed parking garage. Both sections only require 90% of modified proctor (ASTM D-1557) for compaction since they are not load hearing. The fill used was the native which was exported initially for storage and was recently been brought back to site for placement The fill was compacted prior to AESI's arrival by the equipment placing the material. Four density tests were taken :on the backfill all of which gave passing results that are shown in the table below, locations of the tests are shown on page two of this report. Footing Drains The contractor placed a 4 inch diameter footing drain along the footings on the southern side of the northern footing wall for the driveway into the parking garage. This pipe was bedded in 1 Y4 inch crushed clean rock. The installed drain for the building foundation is shown on the drawing on page two of this report. Erosion The contractor has backfilled the small section in the northwest corner of the site where the slope to the neighboring property was previously over -steepened This sloped arca is now stable. COPIES TO: Test # Depth I Dry Density Moisture Proctor %Proctor Pass/Fail 1 0 121.2 7.7 133.5 91% Pass 2 0 119.5 7.6 133.5 90% Pass 3 0 119.8 12.7 133.5 90% Pass 4 0 120.1 13.7 133.5 90% Pass FIELD REP.: DATE PRINCIPAL / PM: MAILED: JUL 1 2009 Michael Place P.E. Bruce Blyton P.E. Z:2zw r� ® pehs;lj t�s1 Takeh tod7 r►+ f�ti� prv;r I�s�oll� foda, -��, OvQ�ti Ihst+r�r��! p�rwsy Flo avegs SUhget IZI ke-08O1�--2B 1�Z FIELD REPORT Associated Earth Sciences, Inc 0 IN Rm N E2 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425.827-7701 FAX 827-5424 TO: Sunset 100 Limited Partnership c/o ileal Estate Capital LLC 16118 72 Avenue West, Edmonds, WA 98026 ATTN: Mr. John Thorsen AS REQUESTED BY Mr. Duane Landsverk THE FOLLOWING WAS NOTED: Date Projea Name 1 Project No. 06-30-09 Sunset 121 KE080122B I.onlion - Weather Partly Cloudy, 121 Sunset Ave,Edmonds, WA 70OF Municipality Report Number City of Edmonds i8 Engineer/Architect C & G Engineering CRentloi SUSET 100 Limited Partnership General Coauacmr/Superiatemem -Duane Landsverk / Ron Pile Comncmr/Superinte dent AESI arrived on site to observe vapor barrier installation. Prior to AESI's arrival the contractor placed 6 inches of 5/8 crushed clean gravel across the building pad of the site and 10 mil plastic was placed above the gravel. The vapor bairier has been suitably installed for the sections of concrete slab. COPIES TO: FIELD REP.: Michael Place P.E. DAA MAILED: JUL 1 1009 PRINCIPAL / PM: Brace Blyton P.E. a i 01/23/2009 13:52 4256736373 An 14 00 11:240 CASCADE &,TING LAD P./i4/2009 la:07 425 373 LCH PAGE 01/03 823-2205 p.2 LGH PAGE 02/05 CITY OF EOMONDS SPECIAL INSPECTION AND TF -STING AGREEMENT PERMIT#_ PROJECT SITE ADDRESS: 12 f 4 2 PROJECT ZS q0 A4 -LT- Pt- � . SPECIAL, INSPECTION AGENCY_{% 'Onc form moat he completed by each Special Inspeetinn Agency or Inspector. SPECIAL, INSPECTIONS REQUIRED: Special inspections are required for this project in accnidance with IBC Chapter 17 or in accordance with IRC R109.2 as applieahle. IRC Section 17D4.1 requires the owner or the registered design proRssional in charge to employ an independent testing/iospectinn agency/special inspector to perform required special inspections. The independent agency hired to perform the duties of special inspection Is required to be a registered agency with wABO under the Special lospectioo Registration Pro-,rnrn (SIRP). The speclal inspector shall be a qualified person with competence for inspection of the particular type of construction or operation requiring special inspection (.COQ may be required by the Building Official). The owner, registered professional. contractor and special inspector/agency shall complete the attached form and submit directly to the Building Disision. WORK R.EQURING SPECIAL INSPECTION: Special inspections will be required for the following categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC INFORMATION REGARDING REQUIRED SPECIAL. INSPECTIONS SEE -rn STATEMENT OF SPECIAL INSPECTION UATTACHED _:APPROVED P1 AN SHEET BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall complete this agreement and the attached Special Inopeetion Information Form, including the required aeknowledgamcno and return to the Building Di0sinn for approval prior to permit issuance_ RES L`TCMP•.RU1t.DING1FURb15HnspeetionlSpttiolln.pectionApreemrnrtBCl RFV.&p.747 JAN 2 3 2009 WILDING DEPARTMENT CITY OF EDMONDS 01/23/2009 13:52 4256736373 LOH PAGE 02/03 a� +4 pg 1124? CASCADESTING LAB `373 15-323.2203 p 3 01/14/2009 10:07 n25 LOH PAGE 03/05 APPROVAL OF SPECIAL, INSPECTORS: Each special inspector shal�ornpproved bythe Building Official prior to performing any duties or inspections. The company performinginspections be WASO certified as well as the individual completing inspections. When required by the Building Official, each special inspector shall submit Statement of Qualifications to the City for review. Special inspcetors shall display identification when performing special inspections on fie project site. Special inspection and testinV. $hall meet the minimum rego rements of IBC Chapter .I7 and the following: ,%. Duties and Res00714ibllitics of the Speelal Iasocc 1. OBSERVE WORK 'rhe special inspector shall obscrvt the site work for conformance with the approved (stamped) plans and specifications and applicable worlemonship provisions of the 16C. Architect or Engineer revicwecl shop drawings may be used only as an aid to inspection. Special inspections are to be performed on a continuous basis—meaning that the special inspector is on site at all times observing the work requiring special inspection. Periodic inspections are permitted only as Specifically noted in the approved project plans in accordance with ISC Chapter 17, and as approved by the Building Oficial. Continuous Inspection means the same inspector is an site day to day to observe the work requiring special inspection - Periodic inspection means some inspections may he performed on a periodic basis to satisfy the requirements of continuous inspection, provided these periodic inspxfiotts are performed as outlined in the project plans and specifical'lons, and approver) by the Building Oficial. 2. REPORT NONCONFORMING ITEMS The special inspectar shall bring noo-conforming items to the immediate attention of the contractor and note all such iter in the daily field report. Any Item not resolved in a tirncly manner shall he immediate cause or the special inspector to notify the Building Official by telephone at (425-771-0220) or in person at City 11all. of the plan deviation, error, change or omission. it shall also be the duty of the special inspector to promptly notify the crigineer or architect of record. 3. DAILY REPORTS KEPT ON SfTE Wrrtl CONTRACTOR Each special inspector shall complete and sign a dalty, report for each day's inspections. The daily reports shall remain at the jobsitc with the contractor for review by the City Building Inspector. 4. 'WEEKLY REPORTS TO CITY The special inspector or inspection agency shnll furnish the City with weekly reparts of tests and inspections. The project engineer or architect, and others as designated shall also be copied nn reports. Weekly reports mast include the following: • Description and date of daily inspections and tests made with applicable locations • List of all non -conforming items and locations • Report on status of non -conforming items (how each was resolved or unresolved) Field changes authorized by the Architect, Eogiaeer or City Inspector Knot included in non-conformance items. NTFM PIR UT601>vG1FORMSV rogKunnlSpeeial l nlpactioMgrcememlBC I REV. 600/07 5. FINAL CONSTRUCTION REPORT The special inspector or inspection agency shall submit a final signed report or Certificate of Compliance to the City stating that all items requiring special inspection •and testing were fulfilled • and reported. And, to the best of his/her knowledge the project is in conformance with the approved plans and specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically addressed in this report. B. Contractor Responsibilities 1. NOTIFY THE SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPECTIONS It is the duty of the contractor to notify the special inspector when work is ready for special inspection. Note, the items listed on the attached Special Inspection Information Form and as noted on the approved plans and specifications are required to have special inspections. Adequate notice shall be provided by the contractor so that the special inspector has time to become familiar with the project. All work requiring special inspection must be approved prior to concealing or covering said work. 2. PROVIDE ACCESS TO APPROVED PLANS The contractor is responsible for providing the special inspector access to approved plans at the jobsitc. 3. RETAIN SPECIAL INSPECTION RECORDS The contractor is responsible to retain at the jobsite all special inspection records submitted by the • special inspector. These records are to be provided to the City building inspector upon request. C. Cit• of Edmonds Building Division Responsibilities 1. APPROVE SPECIAL INSPECTION The Building Division shall approve all Special Inspectors and special inspection requirements. 2. MONITOR SPECIAL INSPECTIONS AND APPROVE: WEEKLY REPORTS Work requiring special inspection and the performance of special inspectors shall be monitored by the City Building Inspector. Building Inspector approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. ISSUE. CERTIFICATE OF OCCUPANCY The Building Official may issue a Certificate of Occupancy after all weekly special inspection reports including the final report have been submitted and accepted by the City. D. Owner Responsibilities 1. The project owner or the engineer or architect of record acting as the owner's agent shall fund special inspection services. Engineer or Architect of Record Responsibilities 1. Prepare Statement of Special Inspections in accordance with IBC Section 1705. 2. Review the special inspection reports and provide corrective action for work that may not conform to the approved plans. 1.:\'I'I:MI'\BUILl)ING\FORMti\Inspection\SpeciallnspectionAgrccmentlBC I RI:V.doc7H07 Wwner name ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. UNSET /4O Gf� print or type) Signa t Date General Contractor tom any/Owner name J )UCAIIe Lao kUel'L L Q N (please print or type) Signature Date— Special ate—Special Inspector/Agency name (please print or type) Signature Date Architect/Engineer of Wase print or type)Signature Date �'!� 0 • Return the original signed agreement to the Building Division City of Edmonds Building Division 121 51° Avenue North, City Ilall Second Floor Edmonds, WA 9811211 ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION: City Official Signature Date Title: • 1.:\TI?MVUBUILDIN(i\POKIvISUnspection',SpeciallnspectionAgreememlBC I K[V.&0/07 Jan 14 09 11:25a CASCADITING LAB 01/14/2009 10:07 4256736373 LOH 23-2203 P.4 • ACKNOWLEDGEMENTS I have read and agree to comply with the terms and Conditions njrhis agreemenL Ownernam< SdNSCT /00 G/�' • PAGE 05/85 Signat DeDate L 12 N General Contractor o ny/OWnernam (please print or (ypc) Signatarc - Date Special Inspector/Agency name .Y (please print or type) Signature h�SLj/-- Mco�o12T.(r�errt+�t�PDateJ—IL{� t Architect/Engineer of o ame ( Siknature ttse riot or type) Date QQ go,90 Return the original signed agreement to the Building Division City of Edmonds Building Division 1215'4 Avenue North, City flail Second Floor E�dmoads, SVA 98020 ACCEFrI'ED BY CITY OF @DMONDS 311ILDING DIVISION: City Official Signature Date 0 I,aTEMPEL;ILtNNG\FOR.vSUnipeetionlSpedollnspecuonAgumentlBC I REV dm7/07 01/23/2009 13:52 • .Un 14 Ira 11 2r, 4256736373 CASCAOwSTING LAD 01/1d/2009 10:07 4^56736373 LOH PAGE 03/03 LOM *Z3-2203 p 4 Ar_I(NOWLEDGEMENTS t kava read and agree to eotnp(p with the terms and conditions of this agraemenL PAGE 05/ES QWner name SUn/SC 7 /O 0 G� ( print ) Sis!nat Date Gancral Contraetal- Com ny/Owner nam� L.rU n (�lllf L H (plessc print or lype) Signature - Date 2' — Special InspectoiYAgency name Architect/Fngineer ollWoOfame Signa (please print 6r type) a type) Return the original signed agreement to the Ittiildiag Division City of U nonds Building Division 12.1 51° Avenue North, City Hall Second Floor rdmonds. WA 98020 ACCEPTED BY CI1'V OF City Official INC DIVISION: to I—)Ll-0°l Data 'Lf';5 1, 1TEM➢1CUILDMGIfO1:Mi'dmtxclionlSpmiallrvW6nn AgmcmenOHCIRT!V.dne7107 Uk'"f CASCADE TESTING LABORATORY, INC. dmk TESTING & INSPECTION PREVIOUS 7 4 7 8 12919 N E. 1}4Ta RACE REPORT No. No.13 KIRKLAND, WASHINGTON 18034 (425) 823 9800 DATE CERT. NO. EVERETT (425)259081.2 MAS . \ Z zo 10 0902- Z4 FIELD REPORT PROJECT OUT THE WRITTEN APPROVAL OF CASCADE TESTING UBORATORY. INC INSPECTOR SIGNATURE LOCATION roLANDSVCP�K OUAlS1Y HOMES 1 z I (Z3[ZSSLkLETAVCN.F1�'Y10ND BLDG.PERMI N0. OWNER 11►8 �n*A� w a M05 WEATHER 11 TEMP. AM �JT�LVYfY�[/�—ICJ<-J�10 FAIN PM ENGINEER L.ICHENY cl"k4 E. MAR 1 6 2010 ARCHITECT E* LH.CITY Df = CONTRACTOR LAND6VEM BOMEt (2) yy INSPECTION PERFORMED Ll LATERAL WOOD (3) ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEUMASONRY _ STR.STANELDING _ AUGER CAST PILES COLUMNS j_( /i WALLS — EPDXY — STIR ST/BOLTING — DRILLED PIERS OTHER — BEAMS (LOCATION 61 A \75 UN1T�P�' CS>NDV4 M155iN(s(l) HDUt;M5Wb (AREAS) ► 1 A a \ A 11 I Z3lJNV1 Xl CS) NDV'F MI,551NCs (2 (l) NLIU� (�>SW(oC.f�1Zr C ) ND �Z� HDVl1,Hi�ti� (Z1 UM)T'A':C4� IiDU Ilf 3 ) 1Z1 1 L (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (I -C) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (R) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO E] REMARKS: 2-3 UNIII `6", (1)5V\Uo (o \Z CI)C.5\4C5\4 E-5 VN Il'5':(Z)Y"OUki COPIES TO: dmk TEST RESULTS APPLY ONLY TO THE ITEMS -�11 1 /��,�y� HEREIN TESTED THIS REPORT SMALL NOT INSPECTOR(S). NAME(S) PRINTEDDE14N1t) ll TL1/V_AJ1 V BE REPRODUCED EXCEPT IN FULL WITH 7 OUT THE WRITTEN APPROVAL OF CASCADE TESTING UBORATORY. INC INSPECTOR SIGNATURE BEVISCD 3AB SIGNED BY COPIES TO: m CASCADE TESTING LABORATORY, INC. TESTING 6 INSPECTION PREVIOUS137'78 13 7 4 8 0 +]v+9 N.E. +]erH PLACE REPORT No. \ [i NO. RIRNLAND. WASHINGTON 95034 (625) 823 9800 DATE CERT NO. EVERETT (425)259-0812 FIELD REPORT PROJECT LOCATION To !..r�cNDSVERK QUPLITY NDMESTA11ELL 46YaAN70. OWNER Z\ 11B WM04b150°r 5 WEATHER 11TEMP. AM LYNNWOOO,\NAI 9803/o ZNN PM RECEIVED ENGINEER �/�/ ���yL �f 1E / C U 6 ARCHITECT ATTN: ) CITY OF MUMS CONTRACTOR INSPECTION PERFORMED �[\,4� L1 LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS — RESTEEUCONCRETE — RESTEEL ONLY _ FOOTINGS _ SLAB — RESTEEUMASONRY — STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS WALLS — OTHERBEAMS — ( 2 I Q A ` A LOCATION (AREAS) ti I l E CJI 13L . �+ 1Z5 I A CONCRETEIMASONRY MIX NO. DESIGN STRENGTH If c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT I%) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REVISED YII] COPIES T0. INSPECTOR(S). NAME(S) PRINTED WY\ l t) JM05LJ\ Y INSPECTOR SIGNATURE SIGNED BY P. 1 OAF} / CASCADE TESTING LABORATORY, INC. 3619 NO. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASH I NOTON 99034 (425) 823-9800 EVERETT (425) 259-0817 DATE CERT. NO. DENSITY FIELD REPORT VE, i3 - /0 o9oZ-z4 3� G PROJECT TO: � U'.'t'4 t�.vcrS Sw'vssr r� ,�. �—L CC' r � �/�,�R � LOCATION '' 11 %ln[lg 179-P `ALAe �/• Q- 121 5llA1SFr*vr Al `YaAf01/70S f 0A n wD 1 BLDG. PERMIT NO. OWNER 2008 0¢G3 WEATHER TEMP. ATTN: (� �' r I 0 4 E DAT A.M. S.ovmvy AT P.M. DESCRIPTION/SOURCESAMPLE MAY 17 2010 ENGINEER PLACEMENT AREA DEVELOPMENT SERVICES CTR. ARCHITECT S % Dr-'' A / e CITY OF EDMONDS TEST METHOD CONTRACTOR �/ ASTM D-2922 SOIL IJ D•2950 ASPHALT 0 L/4ND s v L BQUIPMENtr USED I. D. NUCLEARDENsomErm sms zz s 49 # DBCRIPfTON OF LOCATION PROBE DEPTH ELEVATION IN FEET DENSITY. o� Hort DRY WSMvE, �OR OTRf KSV, CaoACria4 PCF % PCF P0= % M -7.1 2 N r 371 S. z 130. " " 9 N u 136 4I )3o.o " 9E- 4 5 6 7 8 9 10 ILwSTPATIM OFSTTE TEST OBSERVATIONS AND RBIWtl6: (� O '� L i- i O S p �.Z SJSA4r� •- Gp.H Ac�� .L/S i N Ll 2 INSPECTOR, NAME(S) PRINTED , TEST N TESTS APPLY ONLY TO TIE ITEMS NOT TESTED, THSEXCEPT SPECTOR SIGNATURE BE PT IN LA -L. W TEE WRMEN APPROVAL OF TSE NRirrTEN APPROVAL a CASCADE TESTING LABORATORY. INC. SIGNED (/k� /'1 i.�.�— Re.mE 105 COPIES TO h r P. 1 CFa CASCADE TESTING LABORATORY, INC. NO. 2719 TESTING & INSPECTION 12919 N.E. 126TH PLACE KI RKLAND. WASHINOTON 96036 (425)823.9800 EVERETT (425)259.0817 DATE ri / CERT. NO. DENSITY FIELD REPORT PROJECT To: �.r sv rk a vr^l; i3vy , > s _ ns f i- LOCATION (' f- 3y OHr d 3 � d LL)C, 13 1. N' (4015 BLDG. PERMIT NO. OWNER vv3o > Vf 4 S WEATHER TEMP. AM: nn .. AT A.M. APR Ir16 26en.16 G/ D U t� ' AT P.M. ENGINEER DEVELOPMENT SERVICES CTR. j, PLACEMENT AREA ARCHITECT METHOD CONTRACTOR ASTM D-2922 SOIL aa� D-ZW ASPHALT O WPMENT USED I. D. Trv:c E r 3 y /! 46 NUCLEAR DaLSDwm sms —L -&--S-2 G # DESCRIPTION OF LOCATION Df10BE DEM FLEVARON IN fiEi VIET rr, NOISN� mN%wT• DRY Wim'. PROCTOR V AF, ovnMUN N00 Rf, COMPACTION, 1C-11 S " f. ) 1.3. 5 13+1.3 I yr U3, Ui2n S39, % in 4 5 6 7 8 9 10 ILLUSTRATION OF SITE OBSERVATIONS AND Y E it a ♦ 8 C 3' "c v INSPECTOR, NAME(S) PRINTED 1 - TEST RESULTSAPPLYTHS ONLY TO THE IEREPRODUCE THS L NOT SPECTOR SIGNATURE 1X3( Q _ FILL. WITHOUT IN RLL, DElldlf BEREPRODUCEDAPPROVAL CASCADE THE WRITTEN APPROVAL C TESTING IABORl1TORY, INC SIGNED w.:.e Tas COPIES TO: LP. ILD014 yi« CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 13��48 • 12919 N E 126TH PLACE REPORT No. No. DATE CW. fjOO� nit I KIRKLANO, WASHINGTON 00024 42 2399,�800 EveRe" R t 0 FIELD REPORT OCT o s 2ao9 P T-7- / L\�1 ON^ `L•. ••\ � L DEYg IT EGT SBIV=ICES CT CITY OF ED.`�'-DXDS TO ,P 2\\\ S bU - BLDG. PERMIT NO. 2m9 04k.-'3 OWNER WEATHER TEMP. AM h- z Ott ® PM ENGINEER ARCHITECT ATTN: CONTRACTZ \ (2) (3) RAL WOOD INSPECTION PERFORMED LAT/�T ITEMS INSPECTED _ FOUNDATIONS — RESTEEL/CONCRETE EL ONLY _ FOOTINGS _ SUB RESTEEI/MASONRV TIWELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS — WALLS OTHER BEAMS (LOCATION JA ve\ �� /_ ((AARREAS)`^ A\ N 5N WNCRETEIMASONRY MIX NO. DESIGN STRENGTH If C) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT I%) CYLINDER REPORT N0. ITEMS INSPECTEDWERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES NO❑ REMARKS: 'V` f, _` Vek �1j sl - TEST RESULTS APPLY ONLY TO TME ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S). NAMES) BE REPRODUCED EXCEPT IN FULL VAIN OUT THE WRITTEN APPROVM OF CASCADE TESTING LABORATORY, INC I INSPECTOR SIGNATURE REVMEU 3.06 I SIGNED BY COPIES TO V ls3e� ►ol, ov-- S IC fv CASCADE TESTING LABORATORY. INC. TESTING &INSPECTIONCTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 (925) 823-98W EVERETT (125)25 ED • COMPRESSION REPCIOG'F- I - SEP g 2009 00 t aVICESGTa. CLIENT: LPLAA✓evy- Q�t � 98= 91 n-P�pE S{SMONO G ADDRESS: CITY,STATEZIP. IJnoll✓4 ��� SOURCUSUPPLIER S�nE✓049` I&J,0iA-CEMENT TYPEJE---,v-- SET_1_0FI CUBIC YARDSPLACED-�JCOF0-1 Sampled as pu ASTM C- 172 TRUCK #'97TICKET NO. %117.7, MIX NO. TIME SLUMP %AIR UNITWT,SF YIELD TEMPERATURE OD " 7 I ys _ I I 6 coNc7p AIR ASTM C-113 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1061 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO MIX NO. SREPOR013(38G O.ORT 66305 DATECERT NO. S� 4 Q �Z PROJECT n LOCATION V r BLDG. PERMIT NO. OWNER 6 CAGG .Pj W4MK TEMP CAGG. S ��'� P.M. ENGINEER C� $- ARCHITECT C OR R .s r ACTUAL BATCH WEIGHTS FOR CY ACTUAL WEIGHT CEMENT SIZE .51go CEMENT FLY ASH TYPE BREAK' 973 FLY ASH CAGG .Pj KI D u CAGG. CAGG. P[a :!5- C� $- CAGG. FINEAGG.IIJ Q %s FINEAGG. WATER .. GR 1 WATER TOTAL TOTAL CY TIME SLUMP %Ala UNrrwT-sF YIELD TEMPERATURE ADMIX' �r1�G�0 �:02. ADMIX' OZ. CONC. Ala ADMIX OZ ADMX2 OZ ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 ADMIX 3 OL ADMIX) -OZ SAMPLE NUMBER DATE MADE DATE AGE TESTED DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' 973 -2I/ KI 2.Z o 343c :!5- 9-/q 9- y 30 0 0 .. 9 1 1 a 0 1 0�<-31 cast/cure 0.0.617 sulfur cap O!C-1231 pad cap ?`*C-39 cylinder 0 -'C42 cores 0 -'C-1019 emu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 L Thermometer CCTHD00 -?—'Air Meter CCOAI00_L--'- CC000001 0 - CC000002 4dn'uCURE TW�'IGH—M1ow DESIGN STRENGTH IlkwnlAiaRwGTEW.NOYRECOPIDEDPER 10.1.2 / ((�� PLACEMENT AREA & NOTES Sl�nn S A -- fdold d /bAz RE-rSAPPLY ONE TO THE FFEMS N TFSTED.THIS REPORT SHALL NOT REPRODUCED EXCEPT IN FLRL Wm3/0UT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 COPIESTO INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CASCADETESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (42S) 823-9800 EVERET7 (425) 259 ml 17 • COMPRESSION REPORT CLIENT: 1—rnA 5"K Qua((4 l�OntePJ ADDRESS: 21118 66 1 coA - CITY,STATE ZIP: 1,"LuD00 Ykk /0 t� VA SOURCE/SUPPUER Gtyt�< CEMENT TYPE - _� SET I OF Z CUBICYARDs PLACED 3 OF L 7 Sampled as per ASTM C-172 TRUCK # 7G S- TICKET NO. &3Z9? -6 Z Z MIX NO. % 78 q3 TIME B• J'U f�SLUMP v /7 WitUN�f/T.-W-yT.SF v YIELD TEMPERATURE CONC6. 7AIR S7 ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C -ION SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO MIX NO SEE NO. 13 6771 No RT 66553 ° TE + 6 0091C50,0:2-;1qC1— -qZ.Q FLY ASH PROJECT Ifelu_jo CC�7�7 /,$ /� O LOCATION A/ 3I, AJA40dd BLDG. PERMIT N 2029- 3 OWNER WEAoERfrc•CSJ TEMP s E C. Ghee IR, 0C A CHIUCT I- _ / J _ JXJ�r CONTRACTOR , !L T S ACTUAL BATC WEIGHTS FOR � CY CEMENT -qZ.Q FLY ASH of 16 C.AGG.3/ /,$ /� O C.AGG. TYPE BREAK* ANEAGG. --6 WATER 4 F TOTAL 12-57 ACTUALBATCH WEIGHTS FOR CY TIME SLUMP XAIft UNRWT. SF YIELD TEMPERATURE ADMUCIL / G� 48 oz OZ ADM1X1 OL CONC. AIR ADMOL22M2I3At/70 S96 OZ AOMIX2 OL ASTM C-143 ASTM C-231 ASTM C-138 ASTM C.138 ASTM C-1064 ADMDC3 OL ADMDL3 OL SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL STRENGTH, LOAD P.S.I. TYPE BREAK* fl o.5 --6 $- 0 4 F 12-57 S3 Y70 -/ 0 2 IR, 0C -/.7 I ('s r- OAU g -o -/3 7 77//0 G/ YO y So r 9-43 -4 2SISO 0 2 9�d9 01-3 cls i kb 7 S70 9 -3 D,9 9S j kG 7590 3 9(-C-31 cast/cure 0 -C-6I7 suHur cap CY-'t- 1231 pad cap Srf'C-39 cylinder 0.4C-42 cores O -'C-1019 anu grout 0 *C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000jj_ Thermometer CCTHD0012Air Meter CCOAI00_0ifC000001 0. CC000002 11aTw OIRETEMP"HIGH ILON_w 6ODOols ,!000®i= DESIGN STRENGTH 0.2,% To S'h`ez R4fTW CURINGTEMP.NOi RECORDED PFA 101.3 PLACEMENT AREA & NOTES RESULTS APPLY ONE TO THE ITEMS 7FSTED.THis REPORT SHAU NOT REPRODUCED EXCEPT IN FULL WITHOUT THE VVIUMN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12103 COPIESTO: INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CITY 4 / CASCADE TESTING LABORATORY. INC. ® TESTING 1 INSPECTION .E 12919 N. 126TH PLACE KIRKLAND.WASHINGTON 98031 (425) 613-9800 EVERETT (125) 259-0817 COMPRESSION REPORT CLIENT: i.GNCIsVeJ{� (L�aI�1 l%n�e5 ADDRESS: 1(lR 66 o v7 IV CITY,STATE,ZIP: LYNNK/G2(�A Wu M56 ATTN: SOURCEISUPPLIER C- F44LE'>C -CEMENT TYPE - SET Z OF Z CUBICYARDS PLACEDD& ?-- OF a7/ TRUCK # 4/'Cr TICKET NO. CSS / 667 Sampled as per ASTM C-172 MIX NO. /.37t(:n 7 3 1 111111 1:60 1 SLUMP 9T7 }X/AR UN7 WTT SF v YIELD � TEMPERATURE OWNER nG�P,ptO. h63 �-/ WEATHER G.(S/ corJC' Ala SETOF_ CUBIC YARDS PLACED OF Sampled as per ASTM C-172 ERTREPONO. L36-/-71 No RT 66554 DATELot % ZOCF% TT 3:J - Zk 1 PR9JECT N5(i &20,,v lQ5 LOCATION �2 itNj - O" lJ E6M6N MGrr OWNER nG�P,ptO. h63 WEATHER G.(S/ A TEMP I. U/� M. lJ ENGINEER LC Ked C I+QS� ARCHITECT 3! OT/ COC hc? CONTRACTOR os ��� oHff ACTUAL BATCH WEIGHTS FOR _ CEMENT ACTUAL BATCH CY WEIGHTS FOR CY ADMX2 AAL)l 176 S94 02. CascadeTesong Equipment Identification: Stump Cone CSLC000i2 Thermometer CCTHD0012Air Meter CCOAI00_# CC000001 0 - CC000002 DESIGN STRENGTH 60Oo 3trl sc WfTVl CURETEMP: HIGH_AOw or v ' ❑ INRLLLCURINGTEMP.NOTRECORDEDPERM1.2 _2g y TSYr�'.ri PLACEMENT AREA & NOTES P T 514 b RFSULTSAPPLY ONE TO THE ITEMS IN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN HILL.WITHOUT THEWRI TEN APPROVAL OF CASCADE TTSTING LABORATORY, INC. REVISED 12/07 COPIESTO: L : INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CLIENT -TITIONVINFISIRM, CITY, STATE, ZIP. I JTn,� L,7 qwm AUG 10 2009 ATTN: nEVF10PMENT SERVICES CTR. G �IIRDAfJS SOURCEISUPPLIER �071- CEMENTTYPE y=am SET_�_OF ` CUBICYARDS PLACED 3q OF (d' TRUCK # 900 TICKET NO. 2311&1(2 Sampled as per ASTM C-172 MIX NO. 113 641(o TIME SLUMP %AIR CASCADETLABORATORY, INC. YIELD TEMPERATURE WEATHER 4- TEMPM. @/: TESTING 8 INSPECTION I O CTOR e CONC. AIR 12919 N.E. 126TH PLACE KIRKLAND.VVASHINGTON 98034 (425) 823-98W EVERETT (425) 259-0817 • COMPRESSION REPORT CLIENT -TITIONVINFISIRM, CITY, STATE, ZIP. I JTn,� L,7 qwm AUG 10 2009 ATTN: nEVF10PMENT SERVICES CTR. G �IIRDAfJS SOURCEISUPPLIER �071- CEMENTTYPE y=am SET_�_OF ` CUBICYARDS PLACED 3q OF (d' TRUCK # 900 TICKET NO. 2311&1(2 Sampled as per ASTM C-172 MIX NO. 113 641(o TIME SLUMP %AIR UNITWr SF YIELD TEMPERATURE WEATHER 4- TEMPM. @/: ENGINES I O CTOR e CONC. AIR CLACYARDS PLACED OF. Sampled as per ASTM C-172 SREPOEE NO. 1-3(W37& NO. RT 66299 DATECERT. NO. oz-�yE PROJECT LOCATION h BLDG. PERMIT NO. I OWNER WEATHER 4- TEMPM. @/: ENGINES ARCHITECT O CTOR e ACTUAL BATCH WEIGHTS FOR CEMENT MA ACTUAL BATCH WEIGHTS FOR _ CEMENT Cy ADMIX 2 OZ ADMDL3 OZ ADM0L3 OZ 0'-C-31 cast/cure 0 -C-617 sulfur cap ,M—C-1231 pad cap -9-- t-39 cylinder 0 -'C-/2 com 0 - •C-1019 cmuuggrout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 Z. Thermometer CCTHDOO �r Meter CC0AI00 Ud- CC000001 0 - CC000002 MINI TIAL CURE TEMP -HIGH_rl.ow_ « DESIGN STRENGTH Ip INITIAL CURING TEMP. NOT RECORR7DE,D�PER 10. 1.7 ((�� /J PLACEMENT AREA & NOTES �/ �r4�%MS D 1— l.la .� 6i� ��/ ZZl c�_ 1h RESULTS APPLY ONE TO THE ITEMS INTESTED THIS REPORT SHALL NOT REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12/07 COPIESTO INSPECTOR(S). NAME(S) INSPECTOR SIGNED BY 0 RFI Landsverk Quality Homes 21118 660 Ave W Project Phone: Lvnnwood. WA 98036 Project Email: c R e p U e S t F o r I n f o r m a t f o n Date: 6/3109 RFI No. 090603-1 Project: Sunset Condos Project#: 08053.10 Contact: Melissa Doonan, PE _ Phone No: 425 778-8500 Consultant: CG Engineering Fax No: (425)778-5536 RFI Title: Cold Joints Dwgs and/or Spec Reference: Description: The inspector would like to know how we should address cold joints in the grade beam, wall and slab. We have direction on the wall but he is interested in seeing a signed RFI or memo with these instructions. From: Ron Skinner _ _ Reply Required By: 6110/09 • cc: Transmitted via Email - Yes No ❑ A&E/OWNER Representative Response E (._l r r �. � I t fir . � to F t o 1. t o L Y ±lL�._: r� tL A&E / OWNER'S Rcprosentatwe rrcn° ca YAKEM ❑ �stt+dtiCiSi�:v R06CTM ❑ SHUT o4.ww nEa ❑ � K'9 RL•V IEl'! to Q:'7Y rOA Ur1tERAl ConroaiaKCE rrtTM YLLQZe pmt THE DMFMnTc= e V EN W M COMTiACT uD.UMM C¢vm4L7W KU=49;W3FQ\=E FM nal CcMPUM'C2 w.rM TIC Rana AND VeOMATOa 04� SIGNS"OUAuMLS WERE WT REvtEC= AO AAE TIS FMMV W uTY OF 7HE omoft"c" CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS Al REPORT N. No. 136602 12919NE 12erw rL6cE DATE TVLtT ) 61i{ CERT. NO . KIRKLAND. WASNI NDTON 90034 (425) 823.9800 EVERETT (425) 259-0812 aO8 a oa y FIELD REPORT PROJECT n D.S LOCATION TO: kn ,, A-Ay E �}1C )acS L - B .PERMIT NO. OWNER Lo 8 463 - - WEATHER TEMP. AM v nn t.�trn 98 o ab % cr PM `moiWt. RECEIVED ENGINEER ' /, f- JUL 2 2009 ARCHITECT Q ATTN: DEVELOPMENT CONTRACTOR CITY OF EDMONDS n (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS ✓ESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS —SLAB RESTEEUMASONRY — STR.ST/WELDING _ AUGER CAST PILES = CCOLUMNS STR.ST/BOLTING DRILLED PIERS r WAL — EPDXY — — OTHERT — BEAMS 1 ,IC � )-7n 1�_[ 11'1 2 �'3 ♦ C� biY J.II ;...1 lJ'I LOCATION (AREAS) f7 to �..5 01 _n :J q 4u;" "C,5".01 (t n� ^E n "G"rzt- 1 L/:3" 4'1. ,N Sb D ONCRETEI MIX NO. L DESIGN STRENGTH (I -C) SUPPLIER 0. 1" /l. E'N TOTAL CU. YD. PLACED 6 , (p /ii Q SLUMP (INCHES) SPECIMENS CAST ilLy�(ya L L 3 6 AIR CONTENT I) REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS I-CIYLINDER YES II-LINO ❑ yREMARKS: prLe, r py L c l l6 3 Ch �Sy+..n,7y ty-1 km Lcl Lon7 )-S- 0 , S L L d7 L 1 iS afbflT 't -I__--._ w �._weA TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) BE REPRODUCED EXCEPT IN FULL WITH OLTT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC INSPECTOR SIGNATURE REVISED ave I SIGNED BY COPIES TO: L CASCADE TESTING LABORATORY. INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE =u, KIRRETT WASHINGTON 98031 E C E WO 8?3®7 R=J EVERETT IUdC 4}%%�y • COMPRESSION REPORTUL 3 0 2009 DEVELOPMENT ��SERVICES CTR. CUEN7: /� r3 eiS v 4 r U4 T4MIry gtt27 WINE S ADDRESS: rc� Ay 1 w CITY,STATE ZIP. 041 u n" R.Tara d. LsiG . 980 -a 460A SOURCE/SUPPUER if F- "I F -X CEMENT TYPE: SETLOF I CLOC YARDS RACED ) 9 0F..,2?g/Z- Sampled n per ASTM C-172 TRUCK # 3.) W TICKET NO. ci 31.a to 90SA MIX NO. JJ 8'8',5) Ir TIME SLUMP XAIR UNRWT. SF YIELD TcFMPERATl1RE LOCATION I I A- BLDG.PEKMfT NO. OWN 008- - S - CON AIR�v SET—OF— CUBICYARDS PLACED OF Sampled as Per ASTM C-172 SEE FIELD REPO NO. IOGOd NOOK 66381 DATE o+ M I L +-� CERT. N0. PROJECT LOCATION A- BLDG.PEKMfT NO. OWN 008- - S - WEATHER - TEMP A.M.- P.M. ENGINEER d' ARCHITECT R. CONTRACTOR ACTUAL BATCH WEIGHTS FOR ADMLZI(y2a7A 49 = /bOOz ADMM2a111"c 14a' '7'y OZ. Dan I cau/cure 0 --617 suHur cap V -'C-1231 pad rap IV *C-39 cylinder Cl -'C42 cores 0-* CascadeTesting Equipment Identification: Stump Cone CSLCOOO1Q Thermometer CCTHDOO / P Air Meter CCOA I u"n"`CURE TEM HIGH—RD'" DESIGN STRENGI 211* Lx CURINGTEHP, NOT RECORDED PER 10.11 ACTUAL BATCH WEIGHTS FOR Cy PLACEMENT AREA & NOTES 10 tw7Ql-EX Q .iAL A AV hC , - CD s•tc r E R E Inti !] r S,rl Ym Ir wa.11.S rb,"a ava0 b4 'Lc 6cbH At Ay—,% ••c„ct%?-2 y'S' 1 nf.s RET3SULYS APPLY ONE TO THE ITEMS TTFD.YHis REPORT SHALL NOT BE REPRODUCED D(CEPT W RRL WTTHOUT THE WRRTEN APPROVAL OF CASCADE TESTING LABORATORY. INC IT.Z.,37FL� CORESTO: INSPECTOR(S). NAMES) PRINTED ^:U i i m A-+4-9 F Myl INSPECTOR SIGNATURE SIGNED BY CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION 12 919 N.E. 126TH ACE PREVIOUS`-[�3�/ 10 136146 R REPORT No. J No. I 1 KIRKLAND. WASHINGTON 94054 (425) 823-9800 EVERET (425)259-0817 DATE CERT. NO. FIELD REPORT Z� PROJECT -z !Iftc-)ET CONDOS LOCATION " LANDSVEQI; M NOME5 i Z! SVNSET N, ®MDNDS To -A -M/ t%/ . PERMIT NO.RECEIVED OW ER.• WEATHER. TEMP. AM IYNNWDDO.WP� H807-56. ® PM I0�y UCLOUDY ENGINEER CITU OF EDMONDS ARCHITECT ATTN: CONTRACTOR DyvE�rC (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED FOUNDATIONS RESTEEUCONCRETE RESTEEL ONLY _ FOOTINGS SLAB _ RESTEEUMASONRY _ STR.STAVELDING _ AUGER CAST PILES y_ ,p COLUMNS . — EPDXY — STR.STIBOLTING — DRILLED PIERS U WALLS — OTHER —BEAMS Z S L �V N✓ �T1 Z Z �J r 4y 5 -IL LOCATION (AREAS) L! �n CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'e) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT I%) CYLINDER REPORT NO. -& YES _NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: KE5WZ!L- A7 TC \lam AW\&— t4M= LQ�A I VN5 A570Z. FLM! , NC 1 , 15 1 1 I I 52,31 CiFkRANCES MUSS E5E NN NNTAINED, C77L.70 VE]z1FY, TEST RESULTS APPLY ONLY TO THE HEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITH. OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY INC. REVISED im COPIES TO: INSPECTOR(S). NAME(S) INSPECTOR SIGNED BY Ew. ATerow-W I CASCADE TESTING LABORATORY, INC TESTING & INSPECTION 12919 N 126TH PLACE KIRKL.ANO.WASHINGTON 98031 (12S) 827-9800 EVERETT (125)259-0817 JoE COMPRESSION REPORT CLIENT. 1"1`SY Cuwui RPCF1VRIl -12 -- 41WOMMAr. CITY, STATE. ZIP: JUL(9 fl=l ly ntlJbCi I.IA a�0'Tlo DEVELOPMENTSERVICES CTR ATTN: CITY nF 1:1111,171Nr1c SOURCEISUPPLIER (eYVWX CEMENTTYPE -r— -IF— SET_�_OF_J_ CUBICYARDS PLACED10_OF�_ Sampled as Per ASTM 0.172 TRUCK # 001 TICKET NO. 2-�i 100k I MIX N0 I -A LI ? 74 7) TIME SLUMP %MR LIN(TWT. SF YIELD TEMPERATURE TLk StI � I I _ I CONC.% I AIR L % A51M C-111 ASTM C-231 ASTM C.138 ASTM C. 178 ASTM C-1061 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C.172 TRUCK #_ TICKET NO. 11F'�.I�T TIME SLUMP SAIR I LINITWT-SF I YIELDTEMPERATURE OWNER WEATHER over TEMP A (0 7- @ /2!If5 . M. ENGINEER C - .L a ARCHITECT CONTRACTOR CONC AIR wince-Nl ASIMI-111 AAMC -U11 NIMC-1111 ASTM C-1061 J SEE REPORT NO._ �p�j 7b NO. REPORT 66296 DATE 0 -2o4 CERT. NO. O gfo2-2Y - PROf ECT LOCATION BLDG. PERMIT O. OWNER WEATHER over TEMP A (0 7- @ /2!If5 . M. ENGINEER C - .L a ARCHITECT CONTRACTOR ACTUAL BATCH ACTUALBATCH WEIGHTS FOR CY WEIGHTS FOR_CY CEMENT (q6 CEMENT AGE DAYS FLY ASH FLY ASH TOTAL LOAD C-AGG.-.t�g I S�pC/0 L7 1 C.AGG. ' CAGG. CAGG. 7 MNEAGG. b RNEAGG. sdG 90 WATER 217,5 WATER TOTAL ADMLXIPA064 00 IJC Oz ADM 2 WV101aA W� oz � y I)JvNl ge lfsu , , TOTAL ADnx I ADMX2 ---07 SOIM 2 SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK• ' - 7-1 7 Lf K- z. 7 sdG 90 ie270 .2, -22 2 2 0 S 770 D 7- 2z Iel G o S53 3, 6/ 7- zZ 2$ AL 70 /A 0 SSBa 3 Is -C-31 casUcure U -4611 sulfur cap 67- C-1231 pad cap 7- •C-39 cylinder 0 -'C-42 cores 0 -'C-1019 cmu grout 0 •C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000—Z= Thermometer CCTHD00 -2— Air Meter CCOA I00_9�CCOCOD01 0 - CC000002 IHrrUL CURE TEPP- HIGH_ACN+_a DESIGN STRENGTH yIIGYS ❑ INITIAL CURING TEMP. NOF RECORDED PER I0I Z PLACEMENT AREA &NOTES 2- S y 21 4—a 11"15 4/9nn d.-'cl<e4- REST KESULTSAPPLY ONETOTHE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY INC REVISED 12/07 COPIESTO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE - SIGNED BY • TESTING LABORATORY, INC. HEREIN TESTED THIS REPORT SHALL NOT TESTING d INSPECTION PREVIOUS 13,6376 12919 N.E. 126TH RACE REPORT No. No. PCCASCADE K IRKLAND. WASHINGTON 98024 (425) 823 9800 DATE CERT. NO EVERETT (425)259.0817 g zax� �o 2 2L`� FIELD REPORT vnaecT LOCATION TO: LAviAView K Q"1 une5 I PERMIT NO. OWNER ��D0. 2 G 0- W 24os-ov6-3r WEATHER TEMP. AM aa L%nvUJOOA WA '190-yCByIr.ESCTR v[/c. PM DEYELOVM OF E MONDE ENGINEER C. h v ARCHITECT ATTN: /CONTRACTOR Lid I M C (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEELICONCRETE — RESTEEL ONLY _ FOOTINGS 24 SUB 6-(, — RESTEEUMASONRY — STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS — WALLS OTHER — BEAMS � (vA9a LOCATION (AREAS) I/i �j, h111 L% 4- Y'am p . CONCRETE/MASONRY MIX NO. �3�+ l �� DESIGN STRENGTH (I -C) SUPPLIER Ce mQA. ��q TOTAL CU. YD. PLACED 4w, - (I �fy,,g SLUMP (INCHES) J'` SPECIMENS CAST .4G/ AIR - CYLINDER REPORT NO. `✓`� Z `� CONTENT I%) ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES 13 NO E] • TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCEO EXCEPT IN FULL, WITH OUT THE WRITTEN APPROVAL OF CASCADF TESTING LABORATORY INC INSPECTOR(S). NAME(S) INSPECTOR SIGNATURE REVISED app I SIGNED BY COPIES TO: �— T ?If CASCADETESTING LABORATORY, INC IMJTESTING & INSPECT ION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-98M EVERETT (42S) 259-817 • COMPRESSION REPORT CUENT:.f N m • DDRESS: a�o r(r Ave,LuOF 1 I l a Ds •Na SOURCEISUPPLIER 'L CEMENTTYPE: SET_�_Cll` ) CUBICYARDS PLACED -3 -f -OF Sampled as per ASTM C-172 TRUCK# gdlo TICKETNO. 2311%1(2 MIX NO. 133 (0'?/( TIME SLUMP I "R I UNFTWT-SF YIELDTEMPERATURE OWNER WEATHER d- TEMP M. @/: P . E�JGINEE 5,0 - ARCHITECT OCTOR e CONC. NR ASTM C-143 ASTM C-231 ASTM C-138 ASI M C-1 JB ASTM C-1064 SET_OF_ CUBIC YARDS PLACED OF Sampled as per ASTM C-172 Tal iris H TI(-KFT Nn MIX Nr) SEE REPORT FIELDNO.6 --2e,_32(6) NO66299 DATECERT. NO. 02- )_14 f: PRo)Ecr LOCATION IAO /V BLDG. PERMIT NO. OWNER WEATHER d- TEMP M. @/: P . E�JGINEE 5,0 - ARCHITECT OCTOR e ACTUAL BATCH �j - L - ACTUAL BATCH WEIGHTS FOR l CyWEIGHTS FOR _ CY CEMENT L16qo CEMENT DATE TESTED FLYASH FLY ASH AREA SQ. IN C.AGG.* lgcf A fC.AGG. TYPE BREAK* C.AGG. *g ( $pd Z.3% C.AGG. FINEAGG. 26 I7 FINEAGG. WATER AJC CJ. WATER TOTAL TOTAL -5 TIME I SLUMP XAIR UNITWT.SF I YIELDTEMPERATURE I�DHiXI a &2 OZ ADMOCI OZ CONC. AIR ADMIXA484 212 OZ ADMIX OZ ASTM C-143 ASM C-231 ASM C-138 ASTM C-138 ASTM C-1064 ADKX3 OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK* 31,/0 9/65 -5 D -5 2v 41 ZC-31 cast/curt 0 -C-617 sulfur cap rff—C-1231 pad cap 2^C-39 cylinder 0 -'C-42 cores 0 -'C-1019 amugrout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000 ?_ Thermometer CCTHD00 �r Meter CCOA 100 _#f"ugCC000001 0 - CCOCDO02 INITM CURE TEMP- HIW_ILOW a DESIGN STRENGTH iNRLLL CURING TEMP. NOT RECORDED PER 10.12 PLACEMENT AREA& NOTES 2-1/' 6 4 /lens D(.sav r 1V .1y RESLATS APPLY ONE TOTHE ITEMS IN TESTEDTNK REPORT SHALL NOT INSPECTOR(S), NAMES) DUCED EXCEPT INFUt7HOUT THEWRTTTENAPPROVAL OF CASCADE INSPECTOR SIGNATURE TESTING LABORATORY. INC. —.- .I REVISED 12/07 ----._...---... .. I SIGNED BY COPIESTO: Lz'ei�a+o -711G ®CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PUCE KIRKUND.WASHINGTON 98031(125) 823-9800 EVERETf (125) 259-0817 • COMPRESSION REPS -EC E 1 V E D JUL 2 0 2009 CLIENT: LAWZVZW-r- ZW1A417Y /sfPTI �1/a idly AVOWME �4F EDuONDs ADDRESS. CITY, STATE, ZIP: LYNNWAW WA - 9Q^ ATTN: SOURCEISUPPUER4WWdX --,Z19FAE= CEMENTTYPEZ=:-.� SET / OF I CUBK YARDS PLACEDLOA CF_;!%eZ Sampled as per ASTM C-172 TRUCK#4'7iV TICKET NO.WZa%070 MIXNO/35&5(6 TIME SLUMP %NR UNITWT.SF YIELD TEMPERATURE SIZE AREA SQ IN. I I I $SBD S • -7-13 7 CONNCf MR ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-178 ASTM C 1061 SET_OF_,.CUBICYAROs RACED OF Sampled a per ASTM C.172 TRACK N TICKFT NO MIX NO. REPORLTDNO./36424 NO. REPORT 69084 ACTUALBATCH���� y�r ACTUAL WEIGHTS FOR �/�(.Y WEIGHT CEMENT CEMENT FLY ASH FLY ASH FINEACC&, FINEAGG. WATER / 7'Sj� WATER TOTAL S/ TOTAL TIME SLUMP I 31AI1 UNITWT.SF YIELDTEMPERATURE AaAWA 1915 Z44 OZ A>/11.,LA IP6 044 OZ CONC, NR ADMIX OZ ADMIX2 OZ ASTM C-113 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1064 ADMIX OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ IN. TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK• qlZ &IMLY -7-13 7 &X/z ,Z7Z c93 0 JoZoo 3 9 / z S -3 za 9 -3 tL C-31 mtt/cure O -0-617 suNur cap ;RL.–C-1231 pad cap )%�C-39 cylinder O -'C-42 cores O -1C-1019 cmu grout O *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLCOOOJ�f Thermometer CCTHDGOZ!±_Air Meter CCOAI00__ACC000001 O - CC000002 WRWLCUPUTEMR:HIGH—ADW ' DESIGN STRENGTH '*i.'Yi Psi/ .ifs-WImAl CURWGTEMPNOr RECORDED PER 10 1.7 / PLACEMENT AREA & NOTES MA5 aV C C�F4w A 7a 6F/o � /LLA/, 3 M zwr-4 RESULTS APPLY ONE TO THE ITEMS ONTESTED.THIS REPORT SHALL NOT EPRODUCED EXCEPT IN FULLWITHOUT HE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC COPIESTO. INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNED BY CASCADE TESTING LABORATORY. INC. TESTING 8 INSPECTION ITIII Nf 1]ATN RACF KIRKL UWAt INGTON IRON (11F) R]]'IROO FVFRFTT (1]S) ]3I -ORI] FIELD REPORT TOL~ Ge< 4!�Y NGT Z1//a 4.6771R�G�! i vwiwarrTn uiw w4�oi 111E 3 2 PmjEmj st'WW DEV! Ziv OF ED WD� ATTN- PRHVI0 s REPORT . N 59938 DATE 7U4EZAW CERT. NO. PROJECT /L/ ZZW5C7- GONA95' LOCATION /Z` -'W4LW-,AVftlAF- BLDG. PERMIT N0. OWNER ZQaao46 s TEMP AT AM /W�E�ATTHHEER� ✓7ASV..A-" - AT PM IVIIGINEER C . 6(IS/FB2S . ARCHITECT fKM , COHTRACT ��OR//E��. � JYEKK !JfUA& I / 11A%d= . :IL YVILV...0 WA. NV I CU: APSW .�.C6QMERrCl�IN71f��f�'IDMY//1�5 LLY.m7GrYs' " / Z LAW s. 11 �-�A/ : ply 1 a[.' �l A i 7Y N I!jWdaM /7,W/E01/7-Z!4WRH. TEST RESULTS APPLY ONLY TO THE ITEMS • HEREIN TESTED TED. INIS REPORT SMALL NOT BE REPRODUCED EXCEPT L F CA OUTCADS TES THE W ITTENLABORATORY. APPROVAL OF CASCADE TESTING LABORATORY. INC. REVLIEO IN] COPIES TO L INSPECTORI INSPECTOR SIGNED BY RS CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 WE 126THPLACE KIRNIANn. WASHINGTON 99034 (625) 8739800 E9ERETT (625) 2590817 FIELD REPORT TG Li6NIZVE-IPJC. G)lJi r/ Nd1�CT Z///8 G67R AV,5VdE N� LYNNvWWP WAC . 9W zVG ,et 09 SERVICES CTfI F OF PREV REPO NR.13--6424 CERT. NO. C.LyVDa-13 . G 6 . F.. AeYNEER.S AAI PM CONCRETEJWAB@NRY-- MIX NO. /'�9/G DESIGN STRENGTH )fC) p5/ SUPPLIER CFhdEX -- Z504277- TOTAL CU. YD. PLACED S4 z4ky- 6 SLUMP )INCHES) 5 /O/L GY Q- RAW VA9M SPECIMENS CAST AIR CONTENT'[ -Al CYLINDER REPORT NO. 6090 5-96 ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO❑�8ciwwnIT 77AIF-I& 7.ZM4Vt 77hfE42J7-z4 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT RE REPRODUCED EXCEPT IN FULL. WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REWSFn 3W INSPECTOR( INSPECTOR SIGNED BY q 4f4QfA= AdZ4#/%r3t9S ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED _ LATERAL WOOD fTEMSINSPECTED _ FOUNDATIONS RESTEEUCONCRETE RESTEEL ONLY FOOTINGS SLAB — _ — RESTEEUMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STA.ST/BOLTING — DRILLED PIERS — WALLS _ OTHER — BEAMS (LOCATION �i� E 60V5% A 73 E I"oVZ 3 7,71 40K -If (AREAS) /�]ff&E CONCRETEJWAB@NRY-- MIX NO. /'�9/G DESIGN STRENGTH )fC) p5/ SUPPLIER CFhdEX -- Z504277- TOTAL CU. YD. PLACED S4 z4ky- 6 SLUMP )INCHES) 5 /O/L GY Q- RAW VA9M SPECIMENS CAST AIR CONTENT'[ -Al CYLINDER REPORT NO. 6090 5-96 ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO❑�8ciwwnIT 77AIF-I& 7.ZM4Vt 77hfE42J7-z4 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT RE REPRODUCED EXCEPT IN FULL. WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REWSFn 3W INSPECTOR( INSPECTOR SIGNED BY q CASCADE TESTING LABORATORY, INC. TESTING d INSPECTION PREVIOUS 6 3 7 4 1 291 N.[ 126TH PLACE REPORT No. No.13 KIRKLAND. WASHINGTON 98034 (425) 8239800 DATE CERT NO EVERCTI (425)259.0817 FIELD REPORT PROJECT L ATION K ��� TO 0 RMIT NO. OWNER "I WEATHER TEMP. AM PM ENGINEE ( eV ARCHITECT ATTN. CONTRACTOR LArid e a (2) (3) INSPECTION PER _LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS 17L. RESTEEU ONCRETE — RESTEEL ONLY V—� _FOOTINGS SUB =1� RESTEEUM NRY _ STR.STANELDING _ AUGER CAST PILES — COLUMNS — EPDXY — STR.S7/BOLTING — DRILLED PIERS — WALLS — OTHER/ — BEAMS / R LOCATION (AREAS) �YL'l��L(AO S</) b Li CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (T'c) yAi0(s SUPPLIERCP l� _ TOTAL CU. YD. PLACED DV SLUMP (INCHES) S `I�c SPECIMENS CAST AIR CONTENT I%) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ REMARKS: _ 4 mu('klt • TEST -RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT INSPECTOR(S). NAME(S) SE REPRODUCED EXCEPT IN FULL. WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC INSPECTOR SIGNATURE COPIES TO L 7/1 CASCADETESTINGLABORATORY, INC TESTING 8 INSPECTION 12919 NE 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 8239800 EVERETT (425) 259-0817 • COMPRESSION REPORT I Q0 RECEIVED LdP1t•LSVd1C Q.,e111:-/ I%r�tEf T��� ADDRESS: 211(? 1,6122- -0 lAJ CITY.STATE ZIP. IYnv wDaiC LJA- SOURCE/SUPPUER Ce-V-L.eaii- CEMENT TYPE: JV 3L SET I OF( CUBICYARDS PLACEDy_L_oF� Sampled as per ASTM C-172 TRUCK # q7R/ TICKET NO. 2-; 11 41 SS! MIX NO.J3"i(eal4 TIME SLUMP %AIR UNRWT-SF YIELDTEMPERATURE -b $s 40 or 1/1, " I — — I — I cONC90 AIP/Pf ASTM C-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C.1064 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C.172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I YAR I UNFTWT-SF I YIELD I TEMPERATURE ASTM C-143 ASTM C-231 ASTM C-138 SAMPLE NUMBER DATE MADE DATE TESTED /8 -b -lo //9 BLDG. PERMIT NO. 7-3/ (zD SIGNED BY i-31 lZ I AP19. 7-31 J CONC. AIR 138 ASTM C-1064 AGE SIZE DAYS 7 yocg RFIE REPORT NO. i 3CD37 y OPORT 66298 DATE CERT. NO. 7-3-�00 04oz- PROJECT N ,, LOCATION f .5uuisipiz AveoIV Kein BLDG. PERMIT NO. OWNER o G y� SIGNED BY WEATHER A0 TEMP�y AP19. ENGINEER C/L 2J L1n4,e- ARCHITECT CO CTOR L ACTUALBATCH WEIGHTS FOR CY CEMENT y3� FLY ASH C.AGG.V Z)'" FINE AGG. Do WATER TOTAL ACTUAL BATCH WEIGHTS FOR o,ry, Z.rz )•7 CY ADMDC 1 4/ 16 OZ ADMDC I OZ A 4aO .IPo ZXy OZ ADMIX.] OZ ADMIX I 57 OZ ADMIX.3 OZ n PJ=C-31 cast/cure O -0-617 suRur cap Q'C-1231 pad cap W"IC-39 cylinder O -'C-42 cores O -'C-1019 amu grout 0'C-109 cubes Conde Testing Equipment Identification: Stump Cone CSLCOOO_Z Thermometer CCTHDOO ZAir Meter CCOA 100_U �CCO00001 O . CC000D02 VOTVL OLIRETEMP: HIGH_/LON_ a DESIGNSTRENGTH 7400 KLINmAL CURING TEMP. NOT RECORDED PER 10.17 PLACEMENT AREA& NOTES M Al/�P s OIL q/,04�y REAILTS APPLY ONE To THE ITEMS O TESTED.THISREPORTSHALL NOT INSPECTOR(S). NAME(S) PRINTED — REPRODUCED EXCEPT IN FULL WITMOIIT F THE TEN OF CASGDE INSPECTOR SIGNATURE, TESTING LABORATORY INC ESTING LABORATORY. REVISED I2/U7 SIGNED BY COPIESTO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS ) �( REPORT No. l .iIIY� No. 13115 0 N.F. WASH PLACE KIRKL KIRKLAND. WASHINGTON 98034 (425) 8239800 EVERETT (425) 259 0817 DATE CERT. NO. r�-o -o o z c FIELD REPORT PROJ /ZI , l LOCATION LOCATION 4Z IXUQr L/ i/ilP_hi e _ RECEIVED ER 7-1 I LE) (FSO/,/ TVG W, t1Yl-Y;44r JUL 0 S 2009 wEAT R TEMP. AM n I ^ 221W ® I PM DEVELOPMENT SERVICES CTR. ENGINEER CITY OF EDMONDS BV 4 el ARCHITECT ATTN: CONTRACT R (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS JL RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS SLAB P Gr<wvE RESTEEL/MASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS — WALLS — OTHER _ BEAMS (4) LOCATION (AREAS) e67 Z,3 .- 07- 03 a S c-'-,pe� NCRE ASO/NRY Mix NO. �3`3[D I �� DESIGN STRENGTH (Pc) SUPPLIER C./r'✓i1EX TOTAL CU. YD. PLACED ' SLUMP (INCHES? (O SPECIMENS CAST AIR CONTENT(%) CYLINDER REPORT NO. Y/YES _NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG, DEPT. APPROVED PLANS T • TEST RESULTS APPLY ONLY TO THE ITEMS —_ HEREIN TESTED THIS REPORT SHALL NOT INSPECTOR(S). NAMES) BE REPRODUCED EXCEPT IN FULL. WITH. OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC INSPECTOR SIGNATURE REVISEO IM? I SIGNED BY ly COPIES TO4-- CASCADE TESTING LABORATORY, INC TESTING 6 INSPECTION Al1261 V N.E. 126TH PLACE KIKKLAND. WASHINGTON 9003A 14251 623 9e0C EVEKETT IA251 259.0012 COMPRESSION REPORT FIELD G �S REPORT Nol-S � iNo. 58188 BEVELGPUENT cFRwCES CTR. CITY OF EDMONDS ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA I ^ TRUCK SAMPLED��- TRUCK TICKET NoZ3�liUa6 UNIT CEMENT TIME ASTM(Ml43 %AIR WEIGHT YIELD M C-138 FACTOR AST AIR TEST METHOD: [J PRESSURE ASTM C-231 OR ❑ VOLUME ASTM 6173 EQUIPMENT USED I.D. DATEAGE TESTED SLUMP CONE CSLCOO THERMOMETER CCOTHO AIRMETER CCOA10 OTHER STRENGTH PSI PE OF BREAK: (A) Care (C) Cone and Sheer (b) Cone and Spee (d) Shear (e) Columnar COMPRESSIVE STRENGTH CYLINDER NUMBER DATE MADE DATEAGE TESTED DAYS SIZE AREA (SOA 1) TOTAL LOAD STRENGTH PSI TYPE BREAK 9085 07 - o z 7-1 77- 8 8b�qpjo .z 908/0 � �-30 ✓ 908 ✓ 7-3o yg ✓ 90 & ✓ -7-30- z.9✓ CONCRETE COMPRESSION MACHINE I.D. #C;C;0000D ,r-6- JASTC-1231 SAMPLINGACCORDANCE WITH SAMPLE PAI DATE �- 3 TEST METHOD G -31 0 O ASTM C-817 APPLICABLE CODES d SPECS. SUPPLIER CFi/YlC L / ,�— CEMENT TYPE � CU. PLACED wR9 G9a�-� AEA `' ADMIX. +� CACI,% " DESIGN STRENGTHj%DD-a5 PLACEMENT AREA d NOTES /.j, -4p 4/3/� TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT it �U�' � W/!/-57� INSPECTOR(S). NAME(S) PRINTED r( />'UV^ 9' BE REPRODUCED EXCEPT IN FULL. VA OUT THE WRITTEN APPROVAL OF CASCADE DE r / TESTING LABORATORY. INC INSPECTOR SIGNATURE 1 l N REVISED 8AM SIGNED BY —1 /� y COPIES TO: CASCADE TESTING LABORATORY. INC. TESTING &INSPECTION PREVIOUS 13114 H 12919 WE 126TH PLACE REPORT No. NO. KIRKLAND. WASHINGTON 96029 (625) 821-9800 EVERETT (425) 259 0817 DATE CERT. NO. FIELD REPORTOJ PROJECT LOCATION /7 To, /Z G• RECEIVED BLDG. PERMIT NO. OWNER � � JUL 0 7 2 WEATHER TEMP. AM L�JhrJil:DOd W�i �i8D3lo °° rs+✓ PM DEVELOPMENT SERVICES L ENGINEER CITY OF EDMONDS 2 ARCHITECT ATTN: CONTRACTOR (2) (8) INSPECTION PERFORMED LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE RESTEEL ONLY ✓ FOOTINGS ON _ SLAB RESTEEUMASONRY — STR.STNJELDING _ AUGER CAST PILES _ COLUMNS — EPDXY—STR.STBOLTING — DRILLED PIERS — WALLS OTHER _1 BEAMS (4)P T LOCATION (AREAS) 0 7a 1 y. - 41C 7D du1,, Aiz e • G3 ON ASONRY MIX NO. DESI NGTH (Pc) SUPPLIER TOTAL CU. YD. PLA SLUMP(INCHES) SPECIMENS CAST AIR CONTENT (%) CYLINDER REPORT NO. ZYES ITEMS INSPECTED WERE -NO _ IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS •TEST RESULTS APPLY ONLY TOTHE ITEMS HEREIN TESTED. THIS REPORT SHALL. NOT INSPECTOR(S), NAME(S) BE REPRODUCED EXCEPT IN FULL. WITH. OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC INSPECTOR SIGNATURE REVISED 12A1 I SIGNED BY Ii�e5p� COPIES TO. L� CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION PREVIOUS N 136370 I2919 N.E I]eTH RACE REPORT RT No. No. REMARKS: if • TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE -- - TESTING LABORATORY. INC -- - --- -- REVISED Y COPIES TOL , `^_'_ INSPECTOR(S). NAME(S) INSPECTOR SIGNATURE SIGNED BY KIRKLAND. WASHINGTON 98034 (025) 8239800 DATE CERT. NO. � EVERETT FIELD (425)259.0817 REPORT E CE' VE® � z � Boz 2y t PROJECT JUL 0 2 2009 LOCATION n Lnn.(�y�v�( id.�e�71 I�OVHLK OEVELOPMENTSERVICESCTR i' TO —� CITY OF EBMBNBB L . PERMIT O. OWNER - %IIIA (A61' .Ave =*1116 WEATHER TEMP. AM IVNnWeert )A�II ��a36 ov r ® PM T— ENGINEER -- YI AR HITECT k TN: CONT TOR soovk (2) (J) INSPECTION PERFORMED — LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SUB — RESTEEUMASONRY — STR ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS WALLS — OTHER — BEAMS II LOCATION (AREAS) W( Ovl q 2-714DESIGN CONCRETEIMASONRY MIX NO. 13 STRENGTH (1'C) yd)o M SUPPLIER I e-M&D� TOTAL CU. YD. PLACED t% SLUMP (INCHES) N SPECIMENS CAST CYLINDER REPORT NO. AIR CONTENT I%) ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES NO❑ REMARKS: if • TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE -- - TESTING LABORATORY. INC -- - --- -- REVISED Y COPIES TOL , `^_'_ INSPECTOR(S). NAME(S) INSPECTOR SIGNATURE SIGNED BY CASCADE TESTING LABORATORY, INC TESTING It INSPECTION 12919 N E. 126TH PLACE KIRKLAND. WASHINGTON 98031 (425) 823-9800 EVERETT (125) 259-0812 • COMPRESSION REPORT RECEIVEI ADDRESS: 21IISS IiGTM Ave -LJ JUL 07 %1,09 CITY,STATE.7JP: INVIIA JUS 1,24 4423(k DiUELOPUPNTSERV ICES t _.. CITY OF EDMONDS SOURCE/SUPPLIER (,e,AV,R CEMENTTYPE -r— AP SET_t__OFI CUSICYARDS PLACED1j2_01`_�L Sampled as per ASTM C-172 TRUCK # 001 TICKET NO. I MIX NO. 12, Ll 2 7 Y 7_ TIME SLUMP XAIR UNITWT,SF YIELDTEMPERATUREI2`� OWNER d SLI DATE \ CONTRACTOR CONC.% I AIR (, MIMC-113 AAMC -231 ASTM C.IJ8 ASTM C-IJB ASTM C-1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I %AIR I UNITWT.SF YIELD I TEMPERATURE ASTM C-113 ASTM C-231 ASTM C-138 ASTM C -I LOCATION BLDG. PERMIT NO. OWNER SAMPLE TEMP 7' @ /Z145 AM DATE DATE CONTRACTOR NUMBER WATER MADE TESTED I STRENGTH, TYPE -7-1 LOAD r4 S4 PSA L BREAK* -7-2z ASTM C-1061 SEE FIELD REPORT 66296 REPORT NO. 1 0370 NO. DATE 2oo4 CERT. . D 40NO2-2�( PROJ T LOCATION BLDG. PERMIT NO. OWNER over TEMP 7' @ /Z145 AM ENGINEER R.C.. L a ARCHITECT CONTRACTOR ACTUAL BATCH L ACTUAL BATCH WEIGHTS FOR CY WEIGHTS FOR _ CY CEMENT I U., CEMENT FLY ASH TOTAL I FLY ASH C.AGG.JtS 15(1W 1,71/. C.AGG. C.AGG. ADMIX2 C.AGG. FINEAGG. L10 t7 FINEAGG. WATER ') 1 76 WATER TOTAL I TOTAL I ADMIX. IOQQ/ 4A/' lit OZ. ADMIX 1 OZ ADMIX 202IV64 W Oz ADMIX2 OZ - ADMIX. 3 A)✓[rl Q0 /Till OZ ADMIX3 OZ. AREA TOTAL STRENGTH, TYPE SQ. IN LOAD PSA L BREAK* 7 I S'Je9ol X270 Er --C-31 cast/cure 0 -C-617 sulfur cap 9e' C-1231 pad cap Ip -'C-39 cylinder 0 -'C-42 cores 0 -'C-1019 cmu grout .-I +C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 2- Thermometer CCTHD00 '7— Air Meter CC0AI00_19VCC000001 0 - CC000002 INITIAL CURE TEMP -HIGH Aow SI ' -'5 [3 INITIAL STRENGTH INITIAL CURING TEMP, NOT RECORDED PER 10A1 /J 4. PLACEMENT A[RFA 8I(NOTESZ �o nS A/ ' aAe,O�rax 21 x1)0w-f an rJ2�� RESULTS APPLY ONE TO THE ITEMS1 13 EREIN TESTE D THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED ✓ ,�tM02 44M1= REPRODUCED EXCEPT IN FULL. WITHOUT THE WRnTENAPPROVAL OF CASCADE INSPECTOR SIGNATURE TESTING LABORATORY. INC REVISED 12J07 SIGNED BY COPIESTO. pr CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 136367 12919 N.E. I24TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 8239800 DATEPROJECTT CERT. NO. E VERETT (425) 259 0817 z o oz-zY FIELD REPORPECEIVED SCK c0�d JUN 2 51009 LOCATION / Lif ('C LZ �� 1 AI'IO�P f 14 v T6 X1.5 I.n,i u.n v DEVELOPMENT BLDG. PERM T NO. OWNER CITY OF EDMONDS WEATHER TEMP. AM �GJ � a3(O � PM tk'1dC � A Q ENGINEER G ARCHITECT ATTN: CONTRAC OR te - I' ovne (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE RESTEEL ONLY _ FOOTINGS _ SLAB — RESTEEUMASONRY — STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS -OWALLS — OTHER 114,y" o t -,f2 Pa r1C _ BEAMS (4)A II LOCATION(AREAS)_J I1 .+,A I I" HF .T—Ao �A- -Le, 12, C- 6 -Ya Xs• Dail .h 00 2 hylM1 h I tel• rr C_ Uyl 17 (CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (T'E) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) / SPECIMENS CAST AIR CONTENT I%) ✓ CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ REMARKS: 4 �I li A C P t i Gvlie. yadPS %r .Jo �� !Pi �e/ P✓ r9 i' � Pl ('PW Pira J n /v ✓l r ✓e-.3- • TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED INS REPORT SHALL NOT INSPECTOR(S). NAME(S) PRINTED 13 "y BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE _ TESTING LABORATORY. WC. INSPECTOR SIGNATURE —��� __..__ REVISED V00 I SIGNED BY COPIES TO. CASCADE TESTING LABORATORY, INC. TESTING &INSPECTIONCTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERETT (425)259-0817 • COMPRESSION REPORT CUENT: L'941d.fV671( alz& lTy ii0,�1�5 ADDRESS: Z //lf3 66 4 d//F al CITY. STATE. ZIP: L X1YG DD.1J iWA ;r i ey&) T ATTN: . n A nnnQ CTR- SOURCEISUPPUER GCMrX DE1OH'ONE�-� SET I OF__L CUBICYARDS PLACED 3 OF ZS Sampled as Per ASTM C-172 TRUCK # TICKET NO k ZFi'rT _AR TRUCK MIX NO./3 L/Z 7 r/L TIME I.,lS SLUMP S/ 7LM0. UNtTWT.SF - v -<S- YIELD TTEM�PERATURE 241 MR D ASTM C-113 ASTM C-231 ASTM C 138 ASTM C-138 ASTM C-1061 SET_OF_ CUBIC YARDS PLACED OF Sampled as per ASTM C.172 TRUCK # TICKET NO. MIX NO. SEE FIELD RE REPORT O. /Z 6 yy,S NO RT 68075 DATE CERT(:r z PROJECT sUn/S�'I GDIy LOCATION 2. l S& 4/J' Uec ,e�_ BLDG2ERoMIT NO. 3i s OWNER WEATHER � TEMP� � _ AM. ENGINEER ARCHITECT CONTRACTOR Z-4414 ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR CY WEIGHTS FOR CY CEMENT — CEMENT FLY ASH FLY ASH _ DATE C.AGG.1/k 1q166 C.AGG. AREA SQ. IN- C.AGG. C.AGG. . TYPE BREAK' RNEAGG. Z 79 O HNEAGG. 6 WATER �6 WATER 41)(8i TOTAL TOTAL VS30 �Z,C-31 asdcure 0 -C-617 suHur cap Yf;—C-1231 pad cap I L -'C-39 cylinder 0 - *C42 cores 0 - RC -1019 cmu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000j�7 Thermometer CCTHD00L2 Air Meter CCOA 100-- -j1LCCOCDD01 0 - CCOCOD02 9NIMl NRETE3IP-H)GH_ROw. -..--,. DESIGN STRENGTH y��d 15-IMM4 CURINGTIW..NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES �Q(4 7W 617.E AF FDun/t/f. 7jI/ i4 jA 4- l . G /A/,E / f//bu 4- 0• S L 1.1/AF 9 /%,tA k c, 9 TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE WRrTTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED IV07 COPIESTO INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY TIME SLUMP %AJR UNITWT.SF YIELD TEMPERATURE ADMDCI I)AI/A7A7i '/ OZ ADMIX OZ Aar CONIC. MR 1/ ADKX 2wROA LST Ai OL ADMDCz OZ ASTMC-143 ASTMC-231 ASTM C.138 ASTM C.138 ASTM C-1064 ADMIK3404 An 1,44 OZ ADWK3 OL .SAMPLE_ NUMBER _ DATE _. MADETESTED _ DATE _ AGE _. - DAYS ---.. .. SrZE --- AREA SQ. IN- TOTAL— - LOAD -STRENGTHS P.S.I. . TYPE BREAK' 574 6 &— /6 2 41)(8i i. s 7 SG O VS30 c2 5-75 --7 z ro G 3 IV D -71 57(0 -7- Z G 3 so 600 42 Go �Z,C-31 asdcure 0 -C-617 suHur cap Yf;—C-1231 pad cap I L -'C-39 cylinder 0 - *C42 cores 0 - RC -1019 cmu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000j�7 Thermometer CCTHD00L2 Air Meter CCOA 100-- -j1LCCOCDD01 0 - CCOCOD02 9NIMl NRETE3IP-H)GH_ROw. -..--,. DESIGN STRENGTH y��d 15-IMM4 CURINGTIW..NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES �Q(4 7W 617.E AF FDun/t/f. 7jI/ i4 jA 4- l . G /A/,E / f//bu 4- 0• S L 1.1/AF 9 /%,tA k c, 9 TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE WRrTTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED IV07 COPIESTO INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CASCADE TESTING LABORATORY, INC TESTING 8 INSPECTION 12919 N.E. 126TH PACE KIRKLAND.WASHINGTON 98031 (125) 823-9800 R=mj EVERETT (125) 259.0817 • COMPRESSION REPORT �GE�V ED CLIENT: Ladsve"y- 0.rAali><y hd 5----TT�T ADDRESS:Qr/J� W CITY, STATE ZIP: L%o n �A ono/W A e igo3A l Of s" "S SOURCE/SUPPLIER 61-0y"IeN CEMENT TYPE�r� SET_LOF_L CUSICYAADS PLACEDIOFSampled as per ASTM C-172 TRUCK #<(q'3 TICKET NO.,Z';67V`'IIR MIX NO. ASTM C -N3 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET_OF_ CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I XNR I LNJITWT. SF YIELD TEMPERATURE CONC. AIR ASTM C-113 ASTM C-231 ASTM DATE DATE MADE TESTED SIZE SEE HELD REPORT C C 2 O O p REPORT N0. 13&34,1 N0. U U L DATECERT. �0-3-�0� SLUMP %AI0. UNITWT.SF YIELD TEMPERATURE rn�TTIME "�lw ( + ^ ONTRACt70R ICONC!� AIR ASTM C -N3 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET_OF_ CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I XNR I LNJITWT. SF YIELD TEMPERATURE CONC. AIR ASTM C-113 ASTM C-231 ASTM DATE DATE MADE TESTED SIZE SEE HELD REPORT C C 2 O O p REPORT N0. 13&34,1 N0. U U L DATECERT. �0-3-�0� NO 64o2-2 PROJECT Sd-c h Sem o LOCATION 4n C L BLDG. PERMIT N0. 2m5-ayQ,t OWNER W THER A.M. TEMP@ /Z 3 ENGIN ARCHRECT ONTRACt70R ACTUAL BATCHACTUALBATCM WEGHTS FORg_CY WEIGHTS FORCY CEMENT TOyo CEMENT (r ADM1X2✓,� 2I6'4/" /� OZ ADMIX.2 FLY ASH FLY ASH OL C.AGG. 41�,T 1 18.20 O,s% CAGG. TOTAL LOAD C.AGG.g J800 ,z.O% C.AGG. FINE AGG. 1232p FINEAGG. 3 7So WATER WATER TOTAL TOTAL './ ADMIX.I I�gwloT ///l Q OL ADMIX I OL (r ADM1X2✓,� 2I6'4/" /� OZ ADMIX.2 of AMx34M IQO OZ ADMDL3 OL AREA SQ. IN. TOTAL LOAD STRENGTH. P S.I. TYPE. BREAK• )Z.S7 V7140 3 7So R<-31 aWcure O -C-617 suffer cap .6-- C-1231 pad cap — Pr'C-39 cylinder O -'C-42 cores 0 -1C-1019 cmu gmut O •C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLCOOO Thermometer CCTHD002 Air Meter CCOAI00 9f- CC000001 O - CC000002 MIAL CURE TEMP_' HIGH AOW_m ❑ "TIAL CURWGTFMP.NOTRECORDED PER 10.12 r DESIGN STRENGTH PLACEMENT AREA & NOTES S �ia 11ok f D rim tt�.r � ev .� dlar� , 4/� 21 FST RFSULTSAPRY ONETOTHE ITEMS REJNTESTED THIS REPORT SHALL NOT REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY INC. REVISED 12107 COPIESTO: INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE F _ SIGNED BY t T1) ADDRESS: -d4 CITY, STATE, ZIP: SOURCEISUPPUER ( e-N10L CEMENTTYPE: SETJ_OF Z CUBICYARDS PLACED LLgOF 39 Sampled as per ASTM C-172 TRUCK # 3263_ TICKET NO. 134 `7ro °l 2 MIX NO.ffg� 2 - TIME SLUM�P/ %AIR CASCADE TESTING LABORATORY. INC. YIELDTEMPERATURE Co vs TESTING 8 INSPECTION f 12919 N.E. 126TH PLACE OWNER WEATHER . TEMtS. @ 12A4 KIRKLANO.WASHINGTON 98031 (425) 823-9800 r V EVERETT (425)259-0817 • COMPRESSION REPORT t T1) ADDRESS: -d4 CITY, STATE, ZIP: SOURCEISUPPUER ( e-N10L CEMENTTYPE: SETJ_OF Z CUBICYARDS PLACED LLgOF 39 Sampled as per ASTM C-172 TRUCK # 3263_ TICKET NO. 134 `7ro °l 2 MIX NO.ffg� 2 - TIME SLUM�P/ %AIR UNITWT.SF YIELDTEMPERATURE Co vs LOCATION f CONC R(pS SEE D REPO PORT NO. 13fo 355 NO. RT 66204 DATE -2G- 2poa TIME SLUMP %AIR J•' 4 D 5 z '- 1214 ASTMC-143 ASTM C-231 CERT. NO. oaoz-A!-L( PR JECT Co vs LOCATION f BLDG. PERMIT NO. 2069 !P41 3Ott" OWNER WEATHER . TEMtS. @ 12A4 EyGIN r V ARCHITECT ?A= OR i CEMENT FLY ASH CAGG. CAGG. ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 NNE AGG. SET 2 OF 2 CUBICYARDS PLACED_ 4�_OF1j�_ Sampled as Per ASTM C-172 TRACK is TICKFT NO MIX NO WATER I TOTAL ACTUAL BATCH Cy WEIGHTS FOR CEMENT FLY ASH CAGG. I CAGG. I FINE AGG. WATER TOTAL O -C-31 cast/cure 0 -C-617 sulfur cap 'IW- C-1231 pad cap N' IC -39 cylinder 0 - •C-42 cores 0 -'C-1019 amu grout 0 *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC0o0-2- Thermometer CCTHD00.2 Air Meter CCOA 100 e-CC000001 O - CC000002 MW CURETF3° HIGH ..... JLOW—' DESIGN STRENGTH WZQ ❑ INmAL CIRINGTEW..NM RECORDED PFA 101.3 116 / (('� I �J // / PLACEMENT AREA&NOTES S-14-" * 1-16 &Z116Nj os LILJ44-e-v 4A&l 91a L1 !0-,Z"/ TEST RESULTS APPLY ONE TOTHE ITEMS HEREIN TFSTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN fULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12/01 COPIESTO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY I TIME SLUMP %AIR J•' 4 D 5 z '- 1214 ASTMC-143 ASTM C-231 UNITWT.,SF _ ASTM C-138 YIELD TEMPERATURE ADMXI CONC.70AIR Vit ADMIX 2 ASTM C-138 ASTM C-1061 ADWX3 OZ ADMIXI OZ ADMUC i OZ ADMIX OL OL OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD •StNTYPE BREAK' O8 -2G IQs S3 o G- ae SY 9 Sn RA 7 0.!2 z z, -7 e. ze 1S-�-a`C -z3 x 4-/SP0 q 920 2 S.2 7 S 9 �Zo yl G n O -C-31 cast/cure 0 -C-617 sulfur cap 'IW- C-1231 pad cap N' IC -39 cylinder 0 - •C-42 cores 0 -'C-1019 amu grout 0 *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC0o0-2- Thermometer CCTHD00.2 Air Meter CCOA 100 e-CC000001 O - CC000002 MW CURETF3° HIGH ..... JLOW—' DESIGN STRENGTH WZQ ❑ INmAL CIRINGTEW..NM RECORDED PFA 101.3 116 / (('� I �J // / PLACEMENT AREA&NOTES S-14-" * 1-16 &Z116Nj os LILJ44-e-v 4A&l 91a L1 !0-,Z"/ TEST RESULTS APPLY ONE TOTHE ITEMS HEREIN TFSTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN fULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12/01 COPIESTO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY I CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION PREVIOUS 126445 12919 N . 124TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 95034 (425) 823.9800 EVERETT (425) 259 0817 DATE CERT. NO. FIELD REPORT PROJECT LOCATION TO: Gf��V.li.t�/f� d���iTy ,�/r1.�1rS �z I � tT t fo�rvNo BLDG. RMIT NO. OWNER _ Z i l 18 66 '7"' ,�c�f uJ WEATHER TEMP. AT AM L1i✓Gi/D� 11 GI/� d AT / % ENGINEER �.� v c ARCHITECT ATTN: " 2ffigCONTRACTOR 10011664 SERVICES Gu; L (2) CITY OF EDMONDS (3) INSPECTION PERFORMED- — ITEMS INSPECTED X _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEUMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS — OTHER — STFLSTIBOLTING — DRILLED PIERS WALLS BEAMS (L.00ATION (AREAS) .rQ074 G/I.Cat r9c`vg.(/I 111/10,17741 --.. -_ u )X I- t 4A/1',C / S,cr 7M �,7✓E ►Fath A 9 CONCRETEIMASONRY MIK NO. 12 Y212'(7/ DESIGN STRENGTH (PC) 77///10! SUPPLIER G Ztigzy TOTAL CU. YD. PLACED C J ,� </ SLUMP (INCHES) . S- SPECIMENS CAST y�es? -SEE 1 AI(R CONTENT 1%) 15 CYLINDER REPORT NO. / 6 sV 5- 2 YES ITEMS ` —NO _ INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: - 1/1�f�•rG TC'(/ ��-_ �iEt 1. 1o4A1 irD/Tt74 f Tf j T,7 4 P -sG 1WZfA17 D,A- Z TEST RESULTS APPLY ONLY TO TME REM$ HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) BE REPRODUCED EXCEPT IN FULL. WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LASORAT I INSPECTOR SIGNATURE REVISED SOB 1 SIGNED BY COPIES TO. L 0 r CASCADETESTING LABORATORY. INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 82398W EVERETT R E C E i V(123)159.08I7 • COMPRESSION REPORT E JUN 18 2009 CLIENT:L�:OwUtwXwwwe= l , ADDRESS: al CITY, STATE, ZIP. LyiY'Gl/OD.� LyA 9"(96367 SOURCE/SUPPLIER GC MtX CEMENTTYPE: 1`J-7 SET ) OF I CUBICYARDSPLACED 3 OF 1J Sampled as per ASTM C-172 TRUCK # TICKET NO. k L)f 99fAA MIX NO./3 z/Z 7 YL TIME I • )/S SLUMP �J " _ %AIR l UNITWT SF �YITELDD `J TEMPERATURE CZS AIR�D ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 SET—OF— CUBIC YARDS PLACEDOf Sampled u per ASTM C-172 TRUCK # TICKET NO. TIME SLUMP I XAIR I UNITWT sF ASTM C-231 ASTM C-138 SAMPLE DATE NUMBER MADE MIX YIELD ASTM C.138 ASTM C.1061 SIZE SEE FIELD REPORT NO. 12- 6 V k, NO. R"ORT 68075 DATE CERT NO d z PROJECT LOCATION /?-/ Su.✓S ,/U C BLDG ERMIT NO. 2006 0q1,3 611 6S OWNER WEATHER TEMP ENGINEER ARCHITECT CONTRACTOR G 049,0-17Y ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR CY WEIGHTS FOR Cy CEMENT – CEMENT OZ FLY ASH FLY ASH C.AGG. 3 Z//DL) C.AGG. STRENGTH, C.AGG. C.AGG. SO. IN. FINEAGG. Z7,6 FINEAGG. BREAK' WATER T7 9ted' WATER TOTAL TOTAL ADNXI I)AZ4 //y)/} /62 OZ ADMIXI OZ ADmx 2 wR aA L q 14q OZ ADMV I OZ ADMIX3.Md4 /90 144 OZ AD19X7 OZ AREA TOTAL STRENGTH, TYPE I SO. IN. LOAD PSA BREAK' IA571/ 16 -q I &-I6 1 7 1 '-/ X8 II Z.57zl SG 9Y0 1 y636 1 EL I s7s --7 1 z A57& I 1 1 -7- -7 1 zR F -C-31 cast/cure O -0-617 suNur rap f;—C- 1231 pad cap dLL•C-39 Blinder 0 -'C-42 cores O -'C-1019 cmu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000jI Thermometer CCTHDOOLZAir Meter CCOAID0_0�CCOCODO1 0 - CC000002 WIf1AL CURE TUU HIGH AOW DESIGN STRENGTH tF"mAL CURING TEMP. NOT RECORDED PER 10.11 PLACEMENT AREA &NOTES f'Q42 G/7�1IE /IC�iyl /3/0/7T4� FOLLn/�fdJlddl /w119;L1. 4 IA4F / faa&A s! n• S t ., /E F?a,H ,Q G 9 RESULTSAPPtY ONE TO THE ITEMS W TFSTED.THIS REPORT SHALL NOT REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTENAPPROVAL OF CASCADE TESTING LABORATORY. INC REVISED 12/W COPIESTO INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY ® CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION 1 12919 N.E. 116TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERETT (125) 259-0817 COMPRESSION REPORT CLIENT: LavJsveb K- OL6'1'T><y hdyw-_S ADDRESS: S?' III (--(o'7L' Avet,,) F�,� CITY, STATE, ZIP. Ly,n n w3trr oneC w,4 Q�m C E I V E ATTN: IjN 1 I%LQ pEyg,Dpk4w��S�ERVICEgSS ^CCTR SOURCE/SUPPUER �L^t�oc CEML�5�1�Pr' SEE FIELD REPORT REPORT NO. 6 3G/ NO. 6 6 2 0 8 f DATE6'3-� CERT. NO. MR UNTTWT.SF PROJECT Sr�hS� O r� � LocnnoN 2 un e e ADMIX I /�� Oz BLDG. PERMIT NO. -a r OWNER ADMEX2 Oz THER TEMP /13 A.M. ENGINEFIR ARCHITECT ONTRAS.TOR SET_LOF_LCUBICYARDS PLACED_L!r�_OFSampled as per ASTM C-172 CEMENT TRUCK #1191!Vl TICKET NO.2367.7 "I'l MIX NO. lligSDz, FLYASH TIME SLUMP MR UNTTWT.SF YIELD RNEAGG. 1 r� � iI'_la-+ � I ADMIX I /�� Oz ICO!2 AIR ASTMC-143 ASTMC-231 ASIM C -lib NIM L-Im ASIM C-1061 SET—OF— CLIBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I %NR I UNrTWLSF I YIELD I TEMPERATURE ASTM C-143 ASTM C-231 ASTM C-138 ` ACTUAL BATCH CY WEIGHTS FOR Cy 10 CEMENT FLY ASH C.AGG. 01 J y820 C.AGG. #6 1 RNEAGG. 1 12-32.0 0•S% C.AGG. 2,0y C.AGG. FINE AGG. WATER WATER TOTAL TOTAL ADMIX I /�� Oz ADMIX I Oz //WeWAY A3MX2I/`10A Oz ADMEX2 Oz ADMIX 34I4/1& MOM ADMIX] Oz ,2'C-31 cast/cure O -0.617 sulfur cap .CT C-1231 pad cap ar:-'C-39 cylinder 0.1C-42 cores O -'C-1019 amuugrout O *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 �ertnometer CCTHD002 Air Meter CCOA 100 g- CC000001 O - CC000002 INITWI CURE TEMP /WM_ILONa DESIGNSTRENGTH ❑ INn1ALCURING TEMP.NXRECORDED /PER 10.111n 7 A PLACEMENT AREA & NOTES J 610 AIN f O rimr U l 1-f✓ . [ O4GiCGi 4, Zo.Z i n WRESULTS APPLY ONE TO THE ITEMS IN TESTED.THIS REPORT SMALL NOT BE REPRODUCED EXCEPT IN FULLWRHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REVISED 12107 CORES TO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY mom, ,2'C-31 cast/cure O -0.617 sulfur cap .CT C-1231 pad cap ar:-'C-39 cylinder 0.1C-42 cores O -'C-1019 amuugrout O *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 �ertnometer CCTHD002 Air Meter CCOA 100 g- CC000001 O - CC000002 INITWI CURE TEMP /WM_ILONa DESIGNSTRENGTH ❑ INn1ALCURING TEMP.NXRECORDED /PER 10.111n 7 A PLACEMENT AREA & NOTES J 610 AIN f O rimr U l 1-f✓ . [ O4GiCGi 4, Zo.Z i n WRESULTS APPLY ONE TO THE ITEMS IN TESTED.THIS REPORT SMALL NOT BE REPRODUCED EXCEPT IN FULLWRHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REVISED 12107 CORES TO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 136361 12910 N.E. 126TN RACE REPORT No. No. PK AND WASHINGTON 9"3 (a2•) 823 9800 REMARKS: g,1" .-(• , '(' O �t/270� �Ai'Jr a i1 J n ClPtfrctvliv_S 9 COl/evcrs� t KI L WA NIN a .1 Eve Re TT (425) 259-0817 DATE � CERT. NO. FIELD REPORT PROJECT S Co _ �l /�1 LOCATION To.. m La✓//L4 Vl YIL CYLLd �r2309 oq6 za 4 y0�! S I �l SAve `-�— BLDG. PERMIT NO. OWNER e2,11 (8 �,/ ��_ cy e ,I --,,// WEATHER TEMP. AM ��- ENOIN R C • Cile� CITY Of EDMONDS � ARCHITECT ATTN: CONTRACTOR Q (2) � INSPECTION PERFORMED —LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS !4. RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB — RESTEEUMASONRV — STR.STNJELDING _ AUGER CAST PILES _ COLUMNS —EPDXY—STR.ST/BOLTING —DRILLED PIERS WALLS OTHER BEAMS \ (LO�CATION (AREAS) LJ%a/ t I"t (S^hde I3eQ r"(S G�.4 d-�•D YN G.R TO D �r+r� S � 6 CONCRETEIMASONRv MIXNO. L 41e�:w T Seo- Cis Ra -Pr plao Af a s Pe ✓ C.4 y A •TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S). NAME(S) BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. INSPECTOR SIGNATURE REYSED J I SIGNED BY COPIES TO: DESIGN STRENGTH (('c) r SUPPLIER CeMCOC TOTAL CU. YD. PLACED 2 Z Y SLUMP(INCHES) SPECIMENS CAST �KX�^E �.�I�� AIR CONTENT (i.) .-.._ CYLINDER REPORT NO. �+'•�'� ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ L 41e�:w T Seo- Cis Ra -Pr plao Af a s Pe ✓ C.4 y A •TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S). NAME(S) BE REPRODUCED EXCEPT IN FULL WITH OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. INSPECTOR SIGNATURE REYSED J I SIGNED BY COPIES TO: P. 1 OF TESTING LABORATORY, INC. 2343 TESTING &INSPECTION NO. ®CASCADE 12919 N.E. 126TH PLACE KIRKLAND. WASHINOTON 96034 (425) 82398W EVERETT (425) 259.0817 DATE CERT. NO. DENSITY FIELD REPORT z d C' r• PROJECT St v/ LOCATION LY�✓woot7 r�A 9l�3�dSQ6 1AL".rr YtJ F4mcWol BLDG. PERMIT NO. OWNER WEATHER TEMP. ATTN: AT A.M. 'f 4e AT P.M. SAMPLE DESMPTION/SOURCE ENGINEER S/9G /ru.f c" ElTAREA ARCHITECT S/pFrl/ lc METHOD CONTRACTOR ASTM D-2922 SOB. D -29W ASPHALT 0 /yo/-NFf BQUIPMENT USED I. D. NUCLEAR DBISOMETER SiIN� 1 #� DESCRIPTION OF LOCATION FPM DEPTH EIFIAMON IN FU7 wEr W, No]mm Wffolr• oar ° .Y, mcm v l OPnNuN *Mmuff- cow rma, 1 S_rF .44.'d QS L> 131.61 3.1 10. 121. S.L 2 �3). Z )26 9S 30,9 L. z7.3 S a s 6 7 8 9 10 I n OF SITE TEST OBSERVATIONS AND REMARKS: e = �C �d�li/ d/L f� lT Tf T .[L F s 8 fJ - °i O Lim u T" PG.�TF 0 6�PAG7a c © J p JUN DEVELOF'MrNT CRY OFEDMONDS INSPECTOR, NAME(S) PRINTED �% HEST N TESr3 APPLY ONLY TO 71E LITEMS HEREIN THIS REPORT PALL NOT NOT SIGNATURE Ph TRS AP�VALOFTESTING LNSPECTOR LABORATORY. (NC 6�.1.d Tos COPIES TO: I—i V-'( (ea�S I r L P. 1 OF CASCADE TESTING LABORATORY, TESTING 6 INSPECTION INC. NO. -2322 12919 WE 124Tw PLACE KIRKLAND, WASHINGTON 96039 EVERETT (425) 8239900 (429) 259-0817 DATE CERT. NO. DENSITY FIELD REPORT ) • 27 D oqs -oq P ro: LANOS✓Enr\ QIAALITi NoMeSPROJECT SF_A✓IEvJ STQA ZI l l g 66V' A U f W LOCATION 1 vrJwoot wb gAo36 QSoG I 4 'u S7 SL.,) ca m&Wo S BLDG. PERMIT NO. OWNER WEATHER TEMP. Ate' 00 ER C.AS T AT A.M. SAMPLE DESOUFTIORMUffff— ENGINEER PLACEMENT AREA ARCHITECT TEST METHOD CONTRACTOR ASTM D-2922 SOIL 16 D -29W ASPHALT ED l-&(�f M WPMBVT-USED.I. D. NUCLM DffaOMErER SI/Nf 2 b I 7-01, T. 4.4 133.3 5• Z # DESCRIPTION OF LOCATION PROSE Dears ELEVATION IN RFT WET DENSITY, NOIsruRE CON1 Dm PROCTOR V LUE, 'Mum M0]%RF, mm lck PU 1 cine+ ca�7�? .f,rs� rN4 yI, S (� 13115 q. I I , I 129.$ 4.y 2 M,o t 138.3 4,� I27, Ili lc�s • tN 13 . Z SYIy 5 6 7 B 9 10 TEST OBSERVATIONS AM RBMNKS: d/L f i P 7 B l7 �% 4%�f�l/�tL �v6S VINSPECTOR,NAME(S) NTED DTEST RESLLTS TTSPLY Oras T WI LITEM NOTIEREIN TEsrEO TMS 81NLL NOT PT IN FL NEREPROOICEOEx VAL IN CASCADEIIOIlfTIE EN APPROVAL TING L CTESTIND lABORATOQY, I!C RL91ee Tar COPIES TO: _ ®CASCADETESTING LABORATORY. INC. TESTING 8, INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 (125) 823-9800 EVERFIT (125)259-0817 I COMPRESSION REPORT CUENT:�pS /Ar (A.),-4-1- ADDRESS: A.)Id'YADDRESS: 2,111 R (o(Oi Ave— W CPTYSTATE,ZIP. L)Mg)wmJ WA 94o310 ATTN: SOURCE/SUPPUER rf—VMeL CEMENTTYP . TAK SETJ_OF Z CUBICYARDS PLACED)—q OF 31 Sampled u per ASTM C-172 TRUCK # 7,2183 TICKET NO. 2-50 (. 700°! Z MIX NO. 11,29 502 TIME SLUMP"RUNIT CERT. NO. 0442 -.21-( WT-SF YIELD TEMPERATURE v. 1c) y "/I I — — f CONI 4(,G ASTMG143 ASTMC231 A6IML-138 ASIML.-I3e NIML-IUM SET 2 OF 2 CUBIC YARDS PLACED__q_OF_L?L__ Sampled as per ASTM C-172 TRt Irk it TICKFT NO MIX NO. SEE FIEREPO REPORTO. 13%355 NO. RT 66204 DATE - 2G' 20c q SAMPLE NUMBER CERT. NO. 0442 -.21-( PR JECT d- Co vs oCATION f BLDG. PERMIT NO. OWNER S WEATHER TB1P,g, @ T�uu E ,INE (� V Z7 ARCHITECT -23 x 6� ONT OR G -13 1 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FNEAGG. WATER TOTAL - ACTUALBATCM WEIGHTS F00. � CY CEMENT FLY ASH C.AGG. C.AGG. RNEAGG. TOTAL SLUMP MR UNrTT,SF YIELD TEMPERATURE ADMDLI OZ ADMDLI OZ 62TZWS'/Z CONC.74>VR GS7 ADMIX2 OL ADMD(2 OZ ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 ADMDL3 OL ADM0L7 •' OZ SAMPLE NUMBER DATE MADE DATE AGE AREA TOTAL •.iSTRENGTH TYPE TESTED DAYS SIZE SQ. IN. LOAD"!'P. S.I. BREAK* 2g G o Z7 -23 x 6� $z G -13 gr? C-31 ast/cure 0 -0-617 sulfur cap 12r- C-1231 pad cap if- "C-39 cylinder 0.1C-12 cores 0 -1C-1019 cmu grout 0'C-109 cubes CasLadeTesting Equipment Identification: Stump Cone CSLC000jZ Thermometer CCTHD00 a Air Meter CCOA100 eCC000001 0 - CC000002 MJITKQAETEMP-H"-ILO.v—s DESIGN STRENGTH =0 ❑ WaWLCUUNGTEMP. NOT RECORDED PEA 10.1.2 ,/ (r' f �J �/ / PLACEMENT AREA & NOTES Sat A 2 11%0 6-.e&nJ of- W4 -e-v aaz VIP oc / ;LD- &4110nS 11416turd? e)A et�rlXQ-� FRFSULn APPLY ONE TO THE ITEMS REINTESTEDTHIS REPORT SKALL NOT BE REPRODUCED EXCEPT IN RAL. WITHOUT THE WRrrTEN APPROVAL OF CASCADE TESTING LABORATORY INC REVISED IN07 COPIESTO: INSPECTOR(S). NAMES) PRINTED 1„ INSPECTOR SIGNATURE SIGNED BY 82009 M CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS ������ 12919 N.E 126TH PLACE REPORT No. No DATE CERT. NO. KIRKLAND. WASHINGTON 96034 (025) 023 0900 go EVERETT (425)259-0917 �� ����( FIELD REPORT PROJECT k LOCATION TQ IA�VQJfiI [�jL a�li-"/ iiCWnPS LMO 1 . T N0. OWNER AUC W �j RECEIVED WEATHER TEMP. AM • ® LYYIY�WDOGC WA �1$D?iL A PM JUN 0 2 2009 ENGINE OI cWL ARCHITECT DEVELOPMENT SERVICES CTR. CITY OF EDMONDS ATTN: CONTRACTOR PJ/K- OY11 (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB _ RESTEEL/MASONRY _ STR.STANELDING _ AUGER CAST PILES _ COLUMNS - EPDXY - STR.ST/BOLTING - DRIL ED PIERS WALLS ' 7 Q S - OTHER - BEAMS LOCATION (AREAS) bV1 A 11^e- �Tr (3P_GlT^� Oh E trrOw, CONCRETEIMASONRY `3 MIX NOR) I loco [' zJ DESIGN STRENGTH (fc) yV'' Ser t Z SUPPLIER C YKPt[ TOTAL CU. YD. PLACED .3l S 'j� /Z q ® Cp LQ�r-'Q SLUMP (INCHES)� / I/c SPECIMENS CASC(EVI:1YO^ (L1) AIR CONTENT I%) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO [:1 TEST RESOLTS APPLYONLY TO THE ITEMS HERETESTED THIS REPORT SHALL NOT INSPECTOR(SI. NAMES) BE REPRODUCED EXCEPT W FULL. WITH OUT THE WRRTEN APPROVAL OF CASCADE TESTING LABORATORY. INC I INSPECTOR SIGNATURE REVISED x I SIGNED BY .92514--o^+ COPIES TO: 4, An� 6 CASCADE TESTING LABORATORY, INC. HEREIN TESTED. THIS REPORT SHALI NOT tf INSPECTOR(S). NAME(S) PRINTED Cf 1 ael BE REPRODUCED E%CEOUTPf iN FULL. WITH TESTING 6 INSPECTION THE AP OF CASCADE PREVIOUS 13.6 3 5 4 12919 N.F. 124TH MACE SIGNED BY REPORT No. No. 4i44LAN D. WASNi NOTON 94024 (425) 823 9800 EVERETT (425)259-0811 DATE CERT. NO. -�� FIELD REPORT PRaecT mpotr LOCATION Tovn4e sVe�K Q� )a 1�o hiov f ✓ A. ERMIT N0. OWNER WEATHER TEMP. AM p(y,.�y y� L14 NI� L 2%/J(O 14 C� �® PM ENGINEER ARCHITECT DEVELOPME_N_T SERVICES ATTN: CTR CONTRA TOR O (2) (3) INSPECTION PERFORMED — LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEL/CONCRETE �„ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY — STIR STANELOING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRI LED PIERS WALLS — OTHER — BEAMS (LIOCrATI'OrN(AREAS) //11 /e� IR'YW Q� Ni A'Yi1Ni 40 5 �l.d✓ ITTQIXF h, e.? j,7:5 Let 11 _U h A dd (n 6va'L 1,5(20"m Ah f -I + C 4c D CONCRETEIMASONRY MIX NO. DESIGN STRENGTH p'D) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT 1%) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ v u)"1 0-5 TEST RESULTS APPLY ONLY TO THE ITEMS �{ HEREIN TESTED. THIS REPORT SHALI NOT tf INSPECTOR(S). NAME(S) PRINTED Cf 1 ael BE REPRODUCED E%CEOUTPf iN FULL. WITH THE AP OF CASCADE TES LABORWRrITATORYN INCAL TESTING 1A80RATORv. IN INSPECTOR SIGNATUREC— REVISED 109 SIGNED BY {�„ COPIES TO CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION 1 12919 N 126TH PUCE KIRKLAND.WASHINGTON 98031 (125) 823-9800 EVERETTQQ�� ��CC (125) 259-0817 • IVED COMPRESSION REPORT / 2 / MAY26,:.0 CUENT:1ccaV,pvK �6t4 /.i%tt /Z�0A .'CFS P�_ MEN? SERVICES CTR. � 9flOMBB— ADDRESS:-24ure // CRY, STATE, ZIP: 7c/3N fl792z3c ATTN: T SOURCE/SUPPUER CeMiPL CEMENTTYPE SET__LOF__L CUBICYARDS PLACED_H'L_OF --fO Sampled as per ASTM C-172 TRUCK#fi4,(Z TICKET NO.2.30-5(i,;U2 MIX NO.133(,, `t IG TOMESLUMP DATE 7WR UNITWT-SF YIELD TEMPERATURE • 36 a � 2 — �� i CON JPIJR LR' ASTM C-113 ASTM C-231 ASM C-138 ASTM C.138 ASTM 0.1061 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I %SJR I UNITWT,SF YIELD TEMPERATURE 113 ASTM C-231 SAMPLE DATE NUMBER MADE 1,Y5 5-14-c 150 TEMP lS I ARCHITECT C-138 CONC. AIR -138 ASTM C-1061 AGE SIZE DAYS X 2 ag ag SEE FIELD REPORT C C!J 2 O O REPORT NO. 004 NO. v DATE 5-11- 20o CERT. NO. O - PROJECT LOCATI N LDG. PERMIT NO. DO$ -d OWNER WEATHER TEMP GINEE CtSe ARCHITECT CONT CTOR ACTUALBATCH) (O 't}-+ ADMDL 2 ADVA 126 .?32. OZ ADMIX2 ACTUAL BATCH WEIGHTS FOR CY AREA WEIGHTS FOR _ CY CEMENT SQ.IN. 51go CEMENT S G 3 !o FLY ASH FLY ASH C.AGG.-*57 4,7S0 .-I Y. C.AGG. C.AGG. # 2,02.0 I.S% C.AGG. FINEAGG. 15�gp tis /• RNEAGG. WATER r.Z2O WATER TOTAL TOTAL ADMIX I WWn v % M MI OZ ADX I 't}-+ ADMDL 2 ADVA 126 .?32. OZ ADMIX2 ADKX 3 OZ ADMIX) AREA TOTAL SQ.IN. LOAD 12,.C;-7 S G 3 !o OZ 9 -C-31 cast/cure 0 -0-617 sulfur cap It - C-1231 pad cap M - "C-39 cylinder 0 - •C-12 cores 0 -'C-1019 amu 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000� Thermometer CCTHDOO Z Air Meter CCOA 100_M - CC000001 0 - CCOCOD02 INITIAL CURE TTM -W1 —ACVV—' DESIGN STRENGTH NDDO / ff,JNmAL CURING TEMP. Nor RECORDED PER 10J.]/ PLACEMENT AREA& NOTES 1.c5 6TR� I�On5 0 WaJPy 2 Py .4, 21J �oe, /S_Ly`lrj/FJ� IFRESULTS APPLY ONE TO THE rTEMS IN TESTEDTHIS REPORT PE U. NOT BE REPRODUCED EXCEPT IN FULL.WTMOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC INSPECTOR(S), NAME(S) PRINTED -V34 INSPECTOR SIGNATURES ---17 REVISED tM7 I SIGNED BY E COPIESTO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS REPORT No. No. 136209 12.19NA 3241. PLACE DATE CERT NO. KIRI(LAND. WASHINGTON 94034 (425) 8239800 EVERETT 1 (425)259081) opo �y� FIELD REPORT PROJECT @w LO CATION TO: I �'dyJ5V"K Ji ahj:K g6r4eS C 1 BLDG. PERMIT NO. OWNER 211190 /a6'ri Ave- W G -o 1 9 � WEATMER TEMP. AM 11A VMnW WA 614o3io 1 01 GT ® PM IYiIFFS EDMONDS ENGINEER pEti�%COf G. C h ` CVIae ARCHITECT ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS RESTEEL/CONCRETE V—� _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY — STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DRILLED PIERS — WALLS �rQl�LQ — OTHER h1f — BEAMS (4) LOCATION (AREAS) (rra SMS 4.�ne. +0 / b lT�Y1G 1 -bc, 4 Iihe 4-o 00 t i n e ,4 4-0 D. % (, n c 4 rb C. CONCRETE/MASONRY MIX NO DESIGN STRENGTH (fc) ND DO SUPPLIER CT•JMrK TOTAL CU. YD. PLAC�ED� q/p yam,,..,.► 4&166L.�v �A� �J (Wg)S SLUMP (INCHES) SPECIMENS CAST 7 , CYLINDER REPORT NO b1 0 AIR CONTENT (S) ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ REMARKS: • TEST RESULTS APPLY ONLY TO TME 'TE" HEREIN TESTED. THIS REPORT SMALL NOT INSPECTOR(S). NAMES) BE REPRODUCED EXCEPT IN FULL. WITH. OUT THE "I'TTEN APPROVAL OF CASCADE TESTING LABORATORY. INC I INSPECTOR SIGNATURE REVISED YD2 I SIGNED BY /,-, Fids She • 0 0 L, €DA� Ve ' U■■■■■■■. n■ ■■■■■■■■11■■■■i■■■■■ ■■■■■■■■ ■■■■■►�■■■■ ' . MEM:: CMENEM ::' No '_=:: OMEN■iiiiiii��i►iii■■iii` ■■■■■■■n■i■■■■■■u■■■►I■■iiMEN iiiiiiiii�iiiiiriiniaiiii■■ii 0O©d©0 Material Description Maximum dry density 133.3 pcf i 127.7 pcf minus Crushed Dated 5-12-2009 Optimum5/8" .•..• i CASCI•- LABORATORY, L, €DA� Ve • Soil Data 153 Sp.G. 2.68 asu LL 143 0/9>3/8 In. CL 133 AASHTO 2^ 14.21 WM y C 9.73 9.73 m v 9.73 WIN +T#1 778.00 895.90 840.40 6 123 WD+T81 751.50 113 787.70 680.90 103 • 176.60 176.90 OE�FIOPMENI SERVICES G1COMPACTION TEST REPORT UT, c Ep1A0ND5 Water content, % ZAV SpG 2.68 asu Will TESTING DATA Curve No. 8717 Test Specification: ASTM D 1557-07 Method B Modified Oversize cortection applied to each point Hammer Wt.: 10 Ib. Hammer Drop: 18 in. Number of Layers: five Blows per Layer: 25 Mold Size: .03334 tuft. Test Performed on Material Passing 3/8 in. Slave ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 129.8 pcf 122.0 pcf Brown Silty Sand with gravel Dated 5-12-2009 Optimum moisture = 8.4 % 10.8% Project No. 0905-09E Client: Landsverk Remarks: Project: Scaview Straits • I • Source: Sample No.: 8717 W] CASCADE TESTING LABORATORY, INC. TESTING 6 NSPL+LTiOV / ENGYJEEAS 1e 1e NE- 1E R.^^= �. Wn6M eeoaa 1a06� �aaeoo signed: Soil Data NM Sp.G. 2.68 asu LL PI 0/9>3/8 In. 22.3 %d0200 USCS AASHTO ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 129.8 pcf 122.0 pcf Brown Silty Sand with gravel Dated 5-12-2009 Optimum moisture = 8.4 % 10.8% Project No. 0905-09E Client: Landsverk Remarks: Project: Scaview Straits • I • Source: Sample No.: 8717 W] CASCADE TESTING LABORATORY, INC. TESTING 6 NSPL+LTiOV / ENGYJEEAS 1e 1e NE- 1E R.^^= �. Wn6M eeoaa 1a06� �aaeoo signed: 1 2 3 4 5 6 WM • WS 13.69 13.92 14.07 14.25 14.21 WM 9.73 9.73 9.73 9.73 9.73 WIN +T#1 778.00 895.90 840.40 744.40 792.80 WD+T81 751.50 848.40 787.70 680.90 719.20 TARE 01 176.60 176.90 178.60 117.20 178.10 WW+TIt2 WD+TC2 TARE #2 MOISTURE 3.6 5.5 6.7 8.8 10.6 DRY DENSITY 122.3 125.7 127.9 129.7 126.6 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 129.8 pcf 122.0 pcf Brown Silty Sand with gravel Dated 5-12-2009 Optimum moisture = 8.4 % 10.8% Project No. 0905-09E Client: Landsverk Remarks: Project: Scaview Straits • I • Source: Sample No.: 8717 W] CASCADE TESTING LABORATORY, INC. TESTING 6 NSPL+LTiOV / ENGYJEEAS 1e 1e NE- 1E R.^^= �. Wn6M eeoaa 1a06� �aaeoo signed: 4 P. 1 OF CASCADE TESTING LABORATORY, INC.NO. 3143 TESTING &INSPECTION 13919 N.E. 124TH MACE ® K PRKLAND. WAS HI NOTON 98024 (425) 823-98M EVEAETT (425) 259.0817 DA CERT. NO. DENSITY FIELD REPORT - © d fl SA)5✓4� rkT' ' PRQIECTZ fTo&:,f J s tRR I r S 'Z,1 If rr- (e(d�tT A"✓C `t.) LOCATION 1.Y 901.1000 LJ4, gS o l$!1 d BLDG. PERMIT NO. OWNER WEATHER TEMP. ATTN: AT A. AT P. ENGINEER us -D OL 4)14T"1vE ENT AREA ARCHITECT ELStiL TEST METHOD CONTRACTOR ASTM D -29M SOIL D -29M ASPHALT O BZMIMEN T USED I. D. NUCLE R DEN90MErER S/N* DESCTtIPrION OF LOCATION PROBE DEPTH EUVAT1ON IN RU VRT D � , MOISTURE C%ENT. ORI DENSM, PROC701t V✓&E, OPTIMUM MOI%RE, COM%ION, PCIF lL9 1181 1 Ir-qt 2 z1 13, A/ E 2_21 133E 3 ST L Z 4 5 6 _ 7 0 Mul 8 81,VIGES CT. 9 C Cf 10 IUMSTRAnCH OF SITE TW OBSERVATIONS AND P24ARKS: T Q-® r 1 M [c To D-1597 ESTiA)q ( INSPECTOR, NAME(S) PRINTED a e- LER L ( TEST RESULTS APPLY ONLY TO THE 17045 WREINTESTED TNSREPORTSMUNOT INSPECTOR SIGNATURE BE REPRODUCED EXCEPT IN FLLL. WTTHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. SIGNED R9T1d TCS COPIES TO: t-_ L`'pMf �W/S CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION PREVIOUS 1 3 6 2 0 7 12919 IN E 116TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 98014 (125) 823 YBOD DATECERT NO. E9ERETT (125) 2590811 5-12--2001 X02 z4E FIELD REPORT PROJECT S et— LOCATION r LPERMIT B . N0. OWNER n fo WEATHER TEMP. AM MAy + ® PM �y�� CAV OF FAµpN05 ENGINEER r• . Ch�v h ARCHITECT ATTN: ONT TOR APiIY �Y r o vm (2) (3) INSPECTION PERFORMED — LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS — RESTEELICONCRETE XRESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING — DPI LED PIERS — WALLS OTHER — BEAMS 1 I Jv . 5,ct LOCATION (AREAS)I; vie- a • m "I lc rte-r4-+'D//II L t i i 1°'T 4 e 7II 13. +a 1>. s 1!'O PI Y O IC N- 3 l : In e— r -I 1 CONCRETEIMASONRY MIX 10. DESIGN STRENGTH (1'C) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (%) CYLINDER REPORT N0. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ REMARKS: TEST RESULTS APPLY ONLY TOTHE ITEMS HE.REW TESTED THIS REPORT SHALI NOT INSPECTOR(S). NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL. WITH OUT ME WRITTEN APPROVAL OF CASCADE TESTWD LABORATORY. INC I INSPECTOR SIGNATURE REVISED 3W I SIGNED BY �o COPIES TO CASCADE TESTING LABORATORY INC. TESTING & INSPECTION PREVIOUS 17919 N.E. 126rw PLACE REPORT No. N.43-6204 KIRKLAND. WASHINGTON 98034 (025) 8239800 EVERETT (425)259 0812 DATE cc� y z CERT. NO. ,4 FIELD REPORT PROJECT ° - L 5 fi LOCATION Tk} Lav4��Sve✓K vowiet n LD .PERMIT NO. OWNER 2,119 `6 - RECEIVED ioog_o ao Ave --L4) WEATHER TEMP. AM l✓�'1�03� MAl' 1 9 2009 y✓�vtLuT oat% PM ENGINEER T SERVICES CTR. D�UCITY 1 of EDMONDS ARCHITECT fh ATTN: CONTRACTOR LQM i� �/ MS me ^'.. (2) (3) INSPECTION PERFORMED _ LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS — RESTEEL/CONCRETE *<,RESTEEL ONLY _ FOOTINGS _ SUB RESTEEUMASONRY — STR.STAVELDING _ AUGER CAST PILES _ COLUMNS — EPDXY — STR.ST/BOLTING LED PIERS — WALLS — OTHER /���DRRI [t7u^L- �Q MS — BEAMS �VQ/./P ® LOCATION (AREAS) IJNQMS Dn 1� �, nE rl-yU Ni �D /g { oh hl �e D S S Yt h N ✓r' L zic ." r✓! .x9 in r. Ada Z h �s r,' ,qr r r y, S S C , S ro c Rr r ((55'f CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (N.) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO ❑ REMARKS: LO Vl C ✓IC 4e, TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT INSPECTOR(S). NAME(S) BE REPRODUCED EXCEPT IN' FULL. WITH OUT THE WRITTEN APPRDVA; OF CASCADE TESTING LABORATORY, INC INSPECTOR SIGNATURE REVISED wII I SIGNED BY COPIES TO. V r CASCADETLABORATORY, INC. 8 TESTING INSPECTION 12919 N.E. 126TH PUCE K .WASHINGTON 9603 I823 EVERETT RE:C(L=CvrD • COMPRESSION REPORT MAY 0 7 2009 DVaOOPPMEMT�SERvIICES CTR. CLIENT: LAW -WS C &U0Q 77 AGw+G' DS ADDRESS: Z111.9 667 JQI/EW&E N CITY, STATE, LP: L.Y2V44 42P WA 4tiD3� ATTN: SOURCEISUPPUE�—M0M.61E CEMENTTYPE SET/ FA CUBIC YARDS PLACED _�OF /$. Sampled a per ASTM C-172 TRUCK 40ZAI TICKET N07_ R95R - MIX NOJ/5464/05 TIME SLUMP SNR UNfTWT IF YIELD TEMPERATURE «I� ID I I ENGINEER df46 FA15✓WErly AR �1_ / /O&W13 GIM CONTRACTOR -7,339 .ogzu_ CONCf� ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM CION SET—OF— CUBICYARDS PLACED OF Sampled as Per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR I UNFTWT-SF I YIELD TEMPERATURE NR ASTM C-113 ASTM C-231 ASTM C-138 ASTM C.138 REEPORFIELD0.�1� NO RT 69002 DATE MY ACTUAL BATCH WEIGHTS FOR 7 CY Pao Z 3l,�NSrET CCri� LOCATION � -r4W-:E7-AV811UE IV. BLDG. PERMIT NO. OWNER - WEATHER �jQ TEMP Q A.M. P.M. ENGINEER df46 FA15✓WErly AR �1_ / /O&W13 GIM CONTRACTOR ACTUAL BATCH WEIGHTS FOR _� Cy ACTUAL BATCH WEIGHTS FOR 7 CY DATE TESTED CEMENT CEMENT $470 TOTAL LOAD FLY ASH FLY ASH -7,339 .ogzu_ C.AGG. C.AGG. Z. 3,1 z C.AGG. C.AGG. -7,339 RNEA= OS. RNEAG15.S D '08 WATER �b> WATER 7ZL.67, TOTAL 1Z8- TOTAL Eat . 6-7 dF•Z�L•Lm 0 5-y L8 oz ADMDC 1 oz ADMIX2 OZ ADMOL2 OZ ADMDL3 OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SRE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' -7,339 .ogzu_ 1-/-13 7 Z. 3,1 z /7C/0 o -7,339 6-`1 '08 .2 3 7 /o SSo -73 y0 5-y L8 a5i(k0 -7VPO %C-31 asUarn 0 -C-617 sulfur cap C•1231 pad cap j'C-39 cylinder 0 -'C M2 co es O -'C-1019 anu g out 0'C -I D9 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOA100 C0001 �C000002 INITIALCURETFHP HIGII_AOW a DESIGN STRENGT PSl INITIAL CURING TEMP. NOT RECORDED PER 10.12 PLACEMENT AREA & NOTES P/LZ ND' /3 - PZW . P/LES 7Na ZOW. N,- /aN� `T RESULTS APPLY ONE TO THE ITEMS DNTFSTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL Wrl"HOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 17/07 COPIESTO. INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNED BY ../9. CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 17919 N.F.. 176TH PLACE KIRKLAND•WASHINGTON 98034 (425) 87398W EVERETT R E CtYVI • COMPRESSION REPORT MAY 0 7 2009 l a�vasv ,oazt7v ,� CTR � CLIENT: dVI 1r��+1EDMONDS ADDRESS: Z//)S "7N JQ M140, •ia5T CITY. STATE. ZIP. 1�YNN�'i�Q�l� Ho 9aW3 SOURCE/SUPPLIER 4~ — MIft X CEMENTTYPE 1— SETZ OFZ CUBIC YARDS PLACED_I_d_OF_Z4L_ Sampled as per ASTM C-172 TRUCK#277— TICKETNO.-7-"7/ MIX NO.Ibm? 4A TIME F� SLUMP �0 • YAR I UNITWT.SF YIELD I TEMPERATURE Mw, 07 CONC AR z ASTMC-143 ASTMC231 ASTM C-138 AAMC -lie ASTM L-061 SET OF CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I %AIR I UNTTWT-SF YIELD TEMPERATURE • STRENGTH, P.S.I. TYPE R• BEAK . as CONC. AR SE� REPORT 69004�QG�0 ACTUAL BATCH WEIGHTS FOR CEMENT 5 FLYASH C.AGG. C.AGG. FINE AG25 WATER L TOTAL ADMIX ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 ADMIX 1 ACTUAL BATCH CY WEIGHTS FOR 9 C1' CEMENT al$ FLY ASH C.AGG. C.AGG. FINEAGG. S&I WATER Z8,1D /b • TOTAL Oz 3Z/57.3Sk , 42M " oz OL ADMIX 2 Oz OZ ADMIX 3 OZ. SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SRE • • • STRENGTH, P.S.I. TYPE R• BEAK . as 7 ._//R197M 3,lyz ACTUAL BATCH WEIGHTS FOR CEMENT 5 FLYASH C.AGG. C.AGG. FINE AG25 WATER L TOTAL ADMIX ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 ADMIX 1 ACTUAL BATCH CY WEIGHTS FOR 9 C1' CEMENT al$ FLY ASH C.AGG. C.AGG. FINEAGG. S&I WATER Z8,1D /b • TOTAL Oz 3Z/57.3Sk , 42M " oz OL ADMIX 2 Oz OZ ADMIX 3 OZ. SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SRE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE R• BEAK _7 7 Z 3,lyz /4 S'3 01,190 3yz Za 3Yso 0 73q3 5-y C 8o a ,L1QC-3I asdcure 0 -C-617 suBur cap )RL- C-1231 pad cap •C-39 cylinder 0 -'C-42 cores 0 . •C-1019 cmu L 0'0109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOA100 CC00WDI kf CC000002 •JTIALCUaFTEnRHIGH Ap" DESIGN STRENGTH ZTM1nIAL CURING TEMP. NOT RECORDED PER 10.1 7 PLACEMENT AREA & NOTES AS a •7 INK • ME 3"WLW- N� 35 PkAE5 M43S4 W No 35 . COPIESTO CASCADETLABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE EVERETND,WASHINGTC3N 98031 R E C M �2}Y60(L-� EVERETT �Q.S� 2� ��J • COMPRESSION REPORT MAY 0 7 DEVE,LCPP`MlEENFT, SERVICES S CT T: �R. CLIENT �.!/OL.I� AW41' �. ADDRESS: M/K5 66M 1405w4a Raw - CITY, STATE, ZIP. LiNWWL= WA • 48C06 SOURCHSUPPUER«AV— CEMENTTYPE L SET % OFA CUBICYARDS PLACED 9 OF_.J& Suppled as per ASTM C.172 TRUCK #D—A� TICKET NOLA/7.4 MIX NO.//W/211AD TIMESLUMP SLUMP "RUNITWT-SF YIELD TEMPERATURE r� 3 • � � � o� it /7► TYPE BREAK' Leupo !r e�9ea1D CONC. AIR 7 TOTAL CONIC. AIR F ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM 0.172 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNITWT.SF YIELD TEMPERATURE IFFAR - A F2 • � � � o� it /7► TYPE BREAK' HNEAGG. e�9ea1D CONC. AIR ASTM C-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1064 SEE FIELD R REPORT NO. �/// NOOK 69005 ACTUAL BATCH WEIGHTS FOR : Cy CEMENT �iV FLYASH C.AGG. C.AGG. HNEAGG. 7,140.5 WATER TOTAL AD raat�gat .1171 ADMIX 2 ADM[X 3 K I V/LL MI l.n WEIGHTS FO0.�CY ADMIX CEMENT �S'Z 11rel., f7 SIZE C.AGG. IFFAR - A F2 • � � � o� it /7► TYPE BREAK' ACTUAL BATCH WEIGHTS FOR : Cy CEMENT �iV FLYASH C.AGG. C.AGG. HNEAGG. 7,140.5 WATER TOTAL AD raat�gat .1171 ADMIX 2 ADM[X 3 K I V/LL MI l.n WEIGHTS FO0.�CY ADMIX CEMENT �S'Z FLY ASH SIZE C.AGG. TOTAL LOAD C.AGG. TYPE BREAK' HNEAGG. e�9ea1D WATER 7 TOTAL 8 1532.0 4[ OZ ADM OL OZ ADMIX 2 07- Z ADMIX 3 OZ MV SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, PSA TYPE BREAK' 3yq 7AO:VL —I `1 7 z:xx+ 3, lq ?- 1532.0 o 73(45 5-5 za .22 280 on �3y6 5-S z8 .23 0 1 0 0 1q -C-31 casticure 0.0.617 sulfur cap A, C-1231 pad cap )k -'C-39 cylinder 0 -'C-42 cores 0 -'C-1019 amu grout 0'C-109 cubes CascadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOJ Air Meter CCOA I O0___X- CC000o01 0 - CC000002 WrIALCURE TEMP HIGH —NOW DESIGN STRENGTHD PS/ KWRIAL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES {�� `TGA'-�il� • P/LA--Sd F% - N - Zlri RESULTS APPLY ONE TO THE ITEMS EINTESTEDTHIS REPORT SHALL NOT ��/ INSPECTOR(S). NAME(S) PRINTED -7a EPRODUCED EXCEPT IN FULL WITHOUT THE WRITTEN APPROVAL OF CASCADE INSPECTOR SIGNA TESTING LABORATORY. INC. REVISED Ivor SIGNED BY COPIESTO: CASCADETLABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-98W E V ERETT R E C'®1 0 7 ff3` �.T • COMPRESSION REPORT 7 N � MAY 0 CTR. SOURCE/SUPPUERI47? iEyV - Iii = CEMENTTYPE: L_ SETL OF4 CUBICYARDS PLACEDLOF36. Sampled as per ASTM C-172 TRUCK $046Z TICKET N MIX NO. /49-f4"19 TIME SLUMP "ll UNRWT-SF YIELD TFIIPFRATURE AREA SQ.IN. I I I I S�SO� r -zz CONC. N0. 7 z� Ar r, Gz a NOW- I ,..; CONCF AIR ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET—OF— CUBIC YARDS PLACED OF Sampled a per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I EWR I UNITWT-SF YIELDTEMPERATURE AREA SQ.IN. TOTAL LOAD STRENGTH P.S.I. TYPE BREAK' W7AAWL- /a► CONC. N0. SEE HELD REPORT 69006 REPORT NO. 49106-q/ NO. ACTUAL BATCH WEIGHTS FOR Cy CEMENT FLY ASH CAGG. CAGG. HNEAGG. WATER TOTAL .S L1dE'�.474 Oz ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 ADMIX ACTUAL BATCH WEIGHTS FOR CY CEMENT 5152> FLY ASH C.AGG. CAGG FINEAGG. WATER a i TOTAL 10J C:8:i1111111111 W-&ORQ7•-v . 473 d 02. oz WA DATE MADE DATE TESTED AGE DAYS 512E AREA SQ.IN. TOTAL LOAD STRENGTH P.S.I. TYPE BREAK' W7AAWL- /a► Ll-I�l 7 z� Ar r, Gz a NOW- I ,..; S --S za ACTUAL BATCH WEIGHTS FOR Cy CEMENT FLY ASH CAGG. CAGG. HNEAGG. WATER TOTAL .S L1dE'�.474 Oz ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 ADMIX ACTUAL BATCH WEIGHTS FOR CY CEMENT 5152> FLY ASH C.AGG. CAGG FINEAGG. WATER a i TOTAL 10J C:8:i1111111111 W-&ORQ7•-v . 473 d 02. oz WA X -C-31 asdcum 0 -C-617 sulfur cap •r, C-1231 pad cap $L -'C-39 cylinder 0 -'C42 cores 0 - *C-1019 cmu grout 0 *C-109 DAM CasadeTesting Equipment Identification: Stump Cone CSLCOOO_ Thermometer CCTHD00_Air Meter CC0A100_)1�-CCOCONI 0 - CC000002 WM DRETEMF-HIGH_AOW_ a DESIGN STRENGTH 'a_INRIAL CURING TEMP. NOT RECORDED PER 101 2 PLACEMENT AREA&'N�EOTES /SG.Y.MK• E-Y[f=-1"rIPO: AIN - P/LESS //TA3LOW • !IO 4- as/ Ns 37— MAMP "Bo 7a MzS LlJt10 BY A& 127W&'L IYxt! p/L//I/b 'D GAU.01 YS RE SULTS APPLY ONETOTHE REI•LS Vzk2 }}y w. I IN TESTED THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED �iLB'�6Y/GC /S.LAX UCED EXCEPT IN FUU-WrTHOUT WRITTEN APPROVAL OF CASCADE INSPECTOR SIGNA TESTING LABORATORY.INC.ta REVISED 12107 SIGNED BY COPIES TO: DATE MADE DATE TESTED AGE DAYS 512E AREA SQ.IN. TOTAL LOAD STRENGTH P.S.I. TYPE BREAK' W7AAWL- Ll-I�l 7 z� Ar 3./l/2 Gz a o S --S za o o S -S za VA 9.e0 o 4470 X -C-31 asdcum 0 -C-617 sulfur cap •r, C-1231 pad cap $L -'C-39 cylinder 0 -'C42 cores 0 - *C-1019 cmu grout 0 *C-109 DAM CasadeTesting Equipment Identification: Stump Cone CSLCOOO_ Thermometer CCTHD00_Air Meter CC0A100_)1�-CCOCONI 0 - CC000002 WM DRETEMF-HIGH_AOW_ a DESIGN STRENGTH 'a_INRIAL CURING TEMP. NOT RECORDED PER 101 2 PLACEMENT AREA&'N�EOTES /SG.Y.MK• E-Y[f=-1"rIPO: AIN - P/LESS //TA3LOW • !IO 4- as/ Ns 37— MAMP "Bo 7a MzS LlJt10 BY A& 127W&'L IYxt! p/L//I/b 'D GAU.01 YS RE SULTS APPLY ONETOTHE REI•LS Vzk2 }}y w. I IN TESTED THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED �iLB'�6Y/GC /S.LAX UCED EXCEPT IN FUU-WrTHOUT WRITTEN APPROVAL OF CASCADE INSPECTOR SIGNA TESTING LABORATORY.INC.ta REVISED 12107 SIGNED BY COPIES TO: CASCADETESTING LABORATORY, INC. TESTING Is INSPECTION 12919 N 126TH PLACE KIRKLAND.WASHINGTON 98031 § eec5j 6_ 23-9✓3 EVERETT {py4�V1��Byb • COMPRESSION REPORTMAY D % 1 CLIENT: LA"fl-s "K CRUD 0f M- ADDRESS:Z/IIA 66ME ,4105%de wms% cITY, STATE. zip. LyWNWA&P WA • 9M$6 ATTN: SOURCFJSUPPLIER44M W—AiayjhE CEMENTTYPE: SETS Of4 CU&C YARDS PLACED Z7 OFyjy. Sampled as per ASTM C-172 TRUCK gp31 Z TICKET NO. Z87'r-i MIX NO.A904040 TIME SLUMP %AIR UNtTWT.SF YIELD TEMPERATURE CON AIR F ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C.172 Yi:T%CIE o drd,432.TN 131E41l.R�, SEE FIELD REPORT NO.606q) NO. REPORT 69007 ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR�CY WEIGHTS FOR 4 CY CEMENT 9'q!� CEMENT 884.So FLY ASH FLY ASH CAGG. CAGG. C.AGG. CAGG. FINEACg• Z/OS FINEAC& 1,77.S_5 WATER 508/16. WATER TOTAL 3.W.3 TOTAL • ,$� TIME SLUMP I %AIR UNITWT.SF YIELDTEMPERATURE ADMISCI U2432 --+791L of A6a1tl :�'7+S of CONC. AIR ADMIX OZ ADMIX OZ ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1061 ADMIX OZ ADMIX3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. e STRENGTH. P.S.I. TYPE BREAK• A . - . s .— ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR�CY WEIGHTS FOR 4 CY CEMENT 9'q!� CEMENT 884.So FLY ASH FLY ASH CAGG. CAGG. C.AGG. CAGG. FINEACg• Z/OS FINEAC& 1,77.S_5 WATER 508/16. WATER TOTAL 3.W.3 TOTAL • ,$� TIME SLUMP I %AIR UNITWT.SF YIELDTEMPERATURE ADMISCI U2432 --+791L of A6a1tl :�'7+S of CONC. AIR ADMIX OZ ADMIX OZ ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1061 ADMIX OZ ADMIX3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK• 350 7APIPIL y—lel 7 LX -4 3,1yz /Scan �o X351 5--s- Za t2 3 190 7 370 735Z- 5 -S 4 0 7Y 70 A C-31 cast/cum O -C-617 sulfur tap �R—C-1231 pad cap 0, *C-39 cylinder O -'C-/2 cores O -'C-1019 mu grout 0 *C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOAI00_ CC00000I O - CC000002 it n CURE TEMPzHIGH _AON a DESIGN STRENGTH _Q�P�/ A INITIAL NNNGTEW. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES Z7 G✓'/44' PVLe-50MAZM ' ND S . PwP3-Mz7LIA0% Nay N. / No 3Z PkRESULTSAPPLY ONE TO THE ITEMS INTESTED.THB REPORT SHALL NOT PRODUCED EXCEPT IN FULL WITHOUT THE WRrrTEN APPROVAL OF CASCADE TESTING LABORATORY INC. REVISED 12107 COPIESTO: L– INSPECTOR(S), NAME(S) INSPECTOR SIGNED BY CASCADE TESTING LABORATORY, INC ImiTESTING 8 INSPECTION 12919 N.E. 126T6T H PLACE KIRKLAND.WASHINGTON 98031 (125) 823-9800 EVERETT (125)259-0817 • COMPRESSION REPORT SOURCEISUPPUER :2� — AMA05 CEMENTTYPE: I — SET `f OF4 CUBICYARDS PLACED�OF_Jg6t_ Sampled as per ASTM C-172 TRUCK # Z60, TICKET NOZ4Q2/ MIX NO./D4040 TIME SLUMP 114I0. UNITWT-SF YIELD 7AFPERATUAo I� TOTAL LOAD I I I I I I CONC. AIR RNEASS CONC. AIR" ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK * TICKET NO. MIX NO. TIME SLUMP PAIR UNrTWT-SF YIELD TEMPERATURE TOTAL LOAD I I I I CONC. AIR ASTMC-113 ASTMC-231 1NIPIC-138 A51ML-Im AS IM C.1061 SEE FIELD REPORT NO. A,6 �1 NO. REPORT 69008 ACTUAL BATCH ACTUAL BATCH WNGHTS FOR � CY WEIGHTS FOB _� CY CEMENT _N,,4 '-i i,, aV __ �, r -T . ii : oma, FLY ASH TOTAL LOAD C.AGG. C.AGG. n.7 �r �. ACTUAL BATCH ACTUAL BATCH WNGHTS FOR � CY WEIGHTS FOB _� CY CEMENT 91„9.0 CEMENT S48.8 FLY ASH FLY ASH TOTAL LOAD C.AGG. C.AGG. 53 C.AGG. C.AGG. RNEASS ZID5 HNEACW 9'9SS WATER �eWATER -736qZ5 TOTAL TOTAL OlJae 47^ oz AMOz ADMIX 02 ADMIX OL ADMDL3 Oz MF SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH. PS. I. TYPE BREAK* 53 7AAVL y-ly7 ,if V Z- 42Zo S/70 -736qZ5 A 37 a o -7.355 6-5 23 a- V o 0 $[{-31 asdare O -C-617 sulfur rap '0,C-1231 pad cap )R- K-39 c finder O -'C"/2 cores O -'C-1019 amu grout O'C.109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_ Air Meter CCOAI00_)ij CC000001 O - CC000002 wrTIAL CURE TEM-WGN_eOW ' DESIGN STRENGTH �QLYii PS/ AINITUL CURNG TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES 4& axJkiK • PYLE 541111PLF-P : N& -44' ? / ••� 1JOR irrzRESULTS APPLY ONE TOTHE ITEMS EOTHLS REPORT SHALL NOT DUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 COPIESTO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNED BY ®CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION 12919 N.E 176TH PUCE KIRKLAND.WASHINGTON 9803.(425) 823-9800 EVERFTT (42S) 259-0817 COMPRESSION REPORT CLIENT: LAND.-7VA5W- eU aLaY / &MY ADDRESS: ZII1<3 A6672k .CIVEEZZE W= -, CITY. STATE ZIPJYNNNOV WA ` I'MI-M SOURCEISUPPLIER Cid — AIWOWE CEMENTTYPE: / SET / OF 4 CUBICYARDS PLACED ` OF 3AC Sampled as per ASTM C-172 TRUCK #409t$ TICKET NOZa10DS MIX NO./p¢Q!A__ TIME SLUMP %AIR UNITWT.SF YIELD TEMPERATURE Mal I C.AGG. I C.AGG. CONC. AIR BTdS /O, 3. ► z !G G 90 S3,zo corf. SR C ASTM C -H3 ASTM C-231 ASTM C-138 A51 M L- I38 A51 m L -I u61 SET OF CUBIC YARDS PLACED OF Sampled as per ASTM C.172 TDI IrV N TTricrT NO MIX NO. TIME SLUMP I %MR I UNITWT.SF I YIELD TEMPERATURE Mal I C.AGG. "7 0 C.AGG. CONC. AIR _ ASTM C-113 ASTM C.231 ASTM C-138 ASTM C-130 ASTM C-1061 SEE HELD6��f 7- REPORT REPORT NO. NO. 69009 •� � sem. :� 9r '/ tL •�"/10 5+26 FLY ASH FLY ASH Mal C.AGG. C.AGG. "7 0 C.AGG. C.AGG. — .• ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR L_ CY WEIGHTS FOR 2 CY CEMENT •j46 CEMENT 5+26 FLY ASH FLY ASH TOTAL LOAD C.AGG. C.AGG. "7 0 C.AGG. C.AGG. 7 FINEAGG. Z14nS. FINEAGG. 19911160 WATER /_. r,6 WATER 6 •Ln6pL TOTAL .3p TOTAL$$(� , 66 aPOUZEA 47— OZ Afie'-.,ru a 02. ADMIX OZ. ADMIX2 OZ ADMIX) OZ. ADMX3 OZ. SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS 517 AREA SQ.IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' "7 0 8A%'- y-/5 7 Z'c4 3. ► z !G G 90 S3,zo 5110 5-G z8 93414c> 0 -7 1 Yo 7,370 )Ill asdcure O -C-617 sulfur cap ;SL- C-1231 pad cap ;& •C-39 cylinder O -'C-42 cores D - •C-1019 cmu grout O'C-I UY cubes CasadeTesting Equipment Identification Stump Cone CSLC000_ Thermometer CCTHDOpI�Air Meter CCOAIOO--Ae"wwlw��CCOCW02 INmA10URETDV:MIGH—A0N « DESIGN STRENGTH 4"A -T/ J& INITIAL CUINGTFMP.NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES `i UYJd6 AZZE. 5dVEW 2 N-:� • Zie} pYLFS TNa L.4160' No Z+ No 29 N- /9 W RAULTS APPLY ONE TO THE ITEMS Mill TESTEOTHIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FUULVVITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12A7 COPIESTO: INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNED BY //.3 CASCADE TESTING LABORATORY, INC TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.W'ASHINGTON 98034(425) 823-9800 EVERETT (125) 259.081 ] • COMPRESSION REPORT CLIENT LANOSYBM &VALgY f�LW$S CITY STATE // / SOURCFJSUPPUER440444N—/ISG AW' CEMENTTYPE: SETL OF -""t CUBIC YARDS PLACEDLg_OFSampled as per ASTM C-172 TRUCK #uaZ TICKET NO. Z9a/Z MIX NO./0409 IQ _ TIME SLUMP %AIR UNITWT-SF YIELD TFfF1PE4r �. .,. C.AGG. C.AGG. C.AGG. C.AGG. 11 91V iARCI7 W3_ 9� WATER I I 36 • TOTAL cONC AIR F ASTMC-143 ASTM C-231 ASTM C-138 SET—OF— CUBIC YARDS PLACED OF TRI IrK S TICKFT NO. ASTM C-138 ASTM C. 1064 Sampled as per ASTM C-172 MIX NO SEE FIELD REPORT NO 604"'&`Z NO. RT � 69010 �- -/ /:I II ' ACTUAL BATCH CY WEIGHTS FOR CEMENT 9*0 CEMENT FLY ASH �. .,. C.AGG. C.AGG. C.AGG. C.AGG. 11 91V iARCI7 W3_ Z&Z FINEAGG. WATER �f�, �b . WATER TOTAL 36 • TOTAL ,LO 7 ACTUAL BATCH WEIGHTS FOR ACTUAL BATCH CY WEIGHTS FOR CY p'f-%P gj •$3 CEMENT 9*0 CEMENT FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. C.AGG. HNEAGW Z&Z FINEAGG. WATER �f�, �b . WATER TOTAL 36 • TOTAL TIME SLUMP %AIR UNRWT. SF YIELD TEMPERATURE A0197C7W� E OZ A&wta�- 4a OZ CONC. AIR ADMIX1 OZ ADMIX2 OZ ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1064 A04X.7 OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS S1 ZE AREA SQ. TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK* Z -SAORL y -/S 7 Zxr 3 2 7 9 50 ,LO 7 3 0 77YO i 6-(o z8 a`3cok390 'QC -31 ast/cure O -C-617 suNur rap 0- C-1231 pad cap )9..'C-39 cylinder 0 -'C-42 cones 0 - *C-1019 cmu gran 0 *C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOQL'?, Air Meter CCOAI00_0 - CC000001�CCOCOON INITIAL CURE TEMP. HIGH —POW—' DESIGN STRENGTH �/;3/ �W ITIAL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA &NOTES LS e-! /r— : - PIKE _74MOLM: Nb 33 MES 714i3Lam: N.23 Na ZZ A4 LZ Rec- 'BTL...aj _ WAME AWW ff/ M MAIRL NYY P/VryL F ZSc�iUCLDN�, o�vF7 �11EFJT sFam FEIRESULTS APPLY ONE TO THE REMS N TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTWG LABORATORY. INC. REVISED I2102 COPIESTO- INSPECTOR(S),NAME(S) PRINTED INSPECTOR SIGNED BY / T, ON r J ®CASCADE TESTING LABORATORY. INC. TESTING Js INSPECTION 12919 N.G. 126TH PLACE KIRKLAND.WASHINGTON 9BO34 (125) 82398W EVERETT (125) 259.0817 COMPRESSION REPORT CLIENT: LAQW9V6Z< G(RLI/BL IA&VE5' ADDRESS: �//S A6%� AWWME Y6gI CITY, srATE, zIP4YMYW4W WA • 98D3G SOURCEISUPPLIEPG�— ARIL IRAE_ CEMENTTYPE: $ET3 OFA_ CUB CYARDS PLACED 2 ! OF� Sampled az per ASTM C-1 R TRUCK #-IZS _ TICKET NO.Z?OZD MIX NO. l0404G TIME SLUMP %AIR UNITWT..SF YIELD TEMPERATURE l/:O? �y <1LaN•Y • C.AGG. C.AGG. C.AGG. CAGG. HNEAGG. RNEAGG. "MMIM ' ASTM C-113 ASTM C-231 ASTM C 138 ASTM C.138 ASTM C 1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRL3CK t$ TICKET NO. MIX NO. SEE FIELD REPORT NO.GG�46z NO REPORT 69011 ACTUALBATCHA WEIGHTS FOR BATCH � CyWEIGHTSCTUAL FOR 3XA CEMENT Fp "% �.: //• FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. CAGG. HNEAGG. RNEAGG. "MMIM ' TOTAL .. !!.1�_NW.'Ar- .. ACTUALBATCHA WEIGHTS FOR BATCH � CyWEIGHTSCTUAL FOR _Y__ CY 49f,h-5.Ga /qPa/5 . gp CEMENT 7160 CEMENT FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. CAGG. HNEAGG. RNEAGG. WATER 07/. 3/ WATER TOTAL ,� TOTAL TIME SLUMP XAIR UNR WT, SF YIELD TEMPERATURE ADMuc��7+ OZ ADFTfXT'� 4ZYa OZ CONC. AIR ADP%X OZ ADMIX2 07 ASTM C. 143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 ADM 3 OZ. ADMIX? OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' y/5 SAH?!L - IS 7 Lx4 3 ly 217kkO SC20 -7 / (o lv Z3 we I eq -0 o -7q 1 s za a AV go"'10 00 2F -C-31 cast/cure O -CLI7 sulfur cap �4-- C-1231 pad cap )4—•C-39 cylinder O -'C-42 cores O - IC -1019 Dnu grout 0 •C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLCOOO_ Thermometer CCTHDOO[! Air Meter CCOA 100_0 - CC000001 �kCC000002 LWM CURE TEMP. HIGH ILOW I DESIGN STRENGTH"4ZWPZ 0IINITIAL CURINGTEMP. NOT RECORDED PER 10 1.1 PLACEMENT AREA& NOTES Z NO ZQ RILE= 72/S 4040 !Yo 70 N- 6-7. NECE I V E ® .6[11YCM&E-F WARK DN eKIWKbd*i E -WAEMr T. / G4A44 CS MAY Q 8 10M A44MZ A44CPAY M4Wdll"Z- NW PMU" ; "NOPTY erc a DTR RESULTS APPLY ONETO THE ITEMS IN TESTEOTHIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WTTHOUT THE VAUMN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 COPIESTO: /✓ INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATUB� SIGNED BY 1® CASCADE TESTING LABORATORY, INC. TESTING INSPECTION 12919 N.E. 126TH PLACE N KIRKLAD.WASHINGTON 96034 (425) 823-98W EVERETT (425) 259.0817 COMPRESSION REPORT CLIENT: L1w4v-7w9z< 4CYA417Y ADDRESS: Z✓//S A67B AYIW&P— JAE57 CITY,STATE.ZIP:44VN% zW WA - �� ATTN: SOURCE/SUPPLIER��� — NNW CEMENTTYPE I SET-+ OF4 CUBICYARDS MACED3i� _OF —3ls Sampled as per ASTM C-172 TRUCK TICKET NO.Z402S MIX NO.l015040 TIME SLUMP XNR UNITWT-SF YIELD TEMPERATURE 7+-IZ ID C.AGG. C.AGG. C.AGG. • �s CON . AI0.� ASTM C-1.13 ASTM C-231 ASTM C-138 ASTM C 138 ASTM C-1061 SET—OF— CUBIC YARDS PLACED of Sampled as per ASTM C-172 TRUCK tt TICKET NO. MIX NO. SEE FIELD "'PORT 69012 REPORT NO. ACTUAL BATCH WEIGHTS FOR / ACTUAL BATCH _ LY WEIGHTS FOR _� CY CEMENT bra- SIZE s- •_ FLY ASH C.AGG. C.AGG. C.AGG. ACTUAL BATCH WEIGHTS FOR / ACTUAL BATCH _ LY WEIGHTS FOR _� CY CEMENT 41w CEMENT SIZE FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. C.AGG. fbig /./. /L.47 FINEAGG. FINEAGG. WATER 9/.316. WATER TOTAL TOTAL TIME SLUMP XP1R UNRWLSF YIELD TEMPERATURE ADriSCi' u '4Zs OL ADMLrs�4aff da=� OZ CONIC. AIR A.... OZ ADHXI OZ ASTM C-143 ASTM 0231 ASTM C-138 ASTM C-138 ASTM C-1061 ADMIX l OL ADMIX 3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL LOAD STRENGTH, PS . TYPE BREAK• -7 g/ S SAw4L q -- S % ZA4 , 1 Z 17 42,0 S S /O y I 9 S- Z8 too b ZO 5-69 -2Y-900 -77/0 :6&-C-31 cast/cure 0 -0-617 sulfur cap `b[. C-1231 pad cap >5�'C-39 cylinder O - "C-42 cores 0 - •C-1019 cmu grout 0 •C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00/1 Air Meter CCOAI00_0 - CC000001 P!I�-CCOCW02 f4mAL CURE TEMP -'HIGH AON_p DESIGN STRENGTH SPS/ 54—INITIAL LURINGTFMP. NOT RECORDED PER 10 L2 PLACEMENT AREA & NOTES369a-iSAIK .'4WIZP P/[6ZRI-T LQdO- No 6/ Al- 5%7 �CeI lot 4 L /3UWAtc /j v7W av eAosvii u/1w sr�vr i _ r� . nil MAY n a ,- IREWLTS APPLY ONE TO THE rTEMS IN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN RILL WrTMCR3T THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. 1LLT; iii•r,�y� INSPECTOR(S). NAME(S) PRINTED INSPECTOR COPIES TO: v - 7/11 BY e J CASCADE TESTING LABORATORY, INC TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823'9000 EVERETT (42 5) 289293 7 • COMPRESSION REPORT CLIENT: Ldluy3VAWK 13WL17Y &WZ57 ADDRESS4(l193 46W oj"14ff A07— CITY, STATE ZIP: LyNIffaw WA- ?M&6 SOURCEfSUPPLIER644VAV— MWS CEMENTTYPE I SET_L_OF_ CUBICYARD5 PLACED_7 OF.31& PLACED_Sampled as per ASTM C-172 RREEPORRT NO. &C6 f3 O... ELD � 6 9 013 � ACTUALBATCH WEIGHTS FOR _ CEMENT 7. TRUCK #0—%7—+ TICKET NO.4� MIX NO./0'VO f0 FLY ASH TIME SLUMP YAR UNITWT.SF YIELD TEMPERATURE zb /D • STRENGTH, P.S.I. S FINEAGG. 118M .1:.► 6..w TOTAL Z -k'50 ACTUALBATCH WEIGHTS FOR _ CEMENT 7. TRUCK #0—%7—+ TICKET NO.4� MIX NO./0'VO f0 FLY ASH TIME SLUMP YAR UNITWT.SF YIELD TEMPERATURE zb /D • STRENGTH, P.S.I. S FINEAGG. 118M Z r- coNLf ua ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 SET—OF— CUBICYARDS PLACEDOF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO C.AGG. C.AGG. FINEAGG. WATER TOTAL ACTUAL BATCH _ CY WEIGHTS FOR CY > CEMENT 8-9Qz FLY ASH AGE DAYS C.AGG. AREA SQ. IN. C.AGG. STRENGTH, P.S.I. S FINEAGG. 118M 3D 1k. WATER Y—/(- 6..w TOTAL Z -k'50 TIME SLUMP I 1111R UNITWT-SF I YIELD TEMPERATURE At W 479 OZ ADFIT --- 4ZSAL OZ CONC. AIR ADMX2 OZ ADMIX2 OZ ASTM CA43 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1064 ADMX3 OZ ADKX3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SGEE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK* Z 9 AAPJL Y—/(- 7 Z -k'50 3• .Z G YO q630 - 7 Z5 krao 6010 v9-7 Zd o Cxzo 0<-31 castkure 0 {-617 sugur cap 9!C-1231 pad cap 19e'FC-39 cylinder 0 -'C42 cores 0 - 4C-1019 amu grout 0 *C-109 cubes Cascade Testing Equipment Idendli atiore Stump Cone CSLC000 Thermometer CCTHD00Zj_ Air Meter CCOA 100_0 - CC00000I betC000002 INn1AL CURE TEPW-IOGH-'Low—DESIGN STRENGTH'4Z1n0F31 ❑ITI INITIAL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES? 4C7.AAK H E.SWAIS.O I Na 74 fres MP 1AW! A/• 79 No 73 N. 7Z R E C E I'VE D •IIsi n �.. � J -' .1._!!..� Sia � /.--.4 . � ' �• - I: a6•F•I RESULTS APPLY ONE TOTHE ITEMS DN TESTED.THIS REPORT SHALL NOT CED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 122W COPIESTO: INSPECTOR(S), NAME(S) PRINTED M-69714-50 SIGNED BY CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKIAND.WASHINGTON 9W34 425) 823-9800 EVERETT (425) 75948I7 • COMPRESSION REPORT CUENT:L4WVZkZWX 4OL 77 AM2537 ADDRESS: LZ« z!97N Ar"Uff dtMW- CITY, STATE, ZIP: 4XNNMftW WA • Q�� ATTN: SOURCEISUPPLIER —'uMW-40E CEMENTTYPE / SETZOF_ CUBICYARDS PLACED/a OETIJZ Sampled as per ASTM C-172 TRUCK 1a7Z7Z TICKET NO.Z900t/ MIX NO16"?Z>gD TIME SLUMP r %AIR UNITWT SF YIELD Tt34PERABIO� SS coNc. ,vR F ASTM C-143 ASTM C-731 ASTM C-138 ASTM C-138 ASTM C-1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNTTWT-SF YIELD TEMPERATURE N, Fllrr Tv �I INSPECTOR SIGNATU TESTING LABORATORY. INC. I CONC. AIR ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 SIZE SEE FIELD 1� REPORT NOAoka,93 NO RT 69014 CEMENT fto FLY ASH C.AGG. C.AGG. FINEAGW &fQS ACTUAL BATCH!/ Cy WEIGHTS FOR _ Cy CEMENT WATER �94 /. *Oa 3 TOTAL �� A9PP—'!!n1 ADMIX 2 ADMIX? AREA SQ.1r FLY ASH C.AGG. C.AGG. FINEAW. ZGb/D WATER GI t LwA SD TOTAL OZ AC)MM-r---- OZ OZ ADMX7 OZ OZ ADMDC 3 OZ WZ-31 ast/wre 0 -C-617 sulfur cap 9' C-1231 pad cap B'*C-39 cylinder 0 -'C-42 cores 0 - *C-1019 anu grout O'C-109 cubes CasadeTesring Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDDOjt!t Air Meter CCOA100_O - CC000001 IFCC000002 INUTAL Q111E TEM- HIGH _/LOW « ❑ INITIAL CURING TEMP. NOT RECORDED PER 10.1.7 DESIGN STRENGTH 9S✓ PLACEMENT AREA&NOTES YZe-0Y WK )NMESOMr/ism• Al -53 P/[ES 720401AW AA -51 /W3G Nab? RECEIVED A/LdAi4Y�' tR7ff �ld1fRl�tt�P SST �.i .tv/mac MAY 1 12009 %l�j�.4@7fi'j 1L�DAV S/g � /�liQs� NOV WA14 - DEVELOPMENT SERVICES CTR emit cF' EBIdews RESULTS APPLY ONETO THE rrEMS 057 TESTFD.TII¢ REPORT sF1ALL NOT RlP A U.DG. PERMIT PRODUCED EX FULLWITHOUT N, Fllrr Tv �I INSPECTOR SIGNATU CEMENT fto FLY ASH C.AGG. C.AGG. FINEAGW &fQS ACTUAL BATCH!/ Cy WEIGHTS FOR _ Cy CEMENT WATER �94 /. *Oa 3 TOTAL �� A9PP—'!!n1 ADMIX 2 ADMIX? AREA SQ.1r FLY ASH C.AGG. C.AGG. FINEAW. ZGb/D WATER GI t LwA SD TOTAL OZ AC)MM-r---- OZ OZ ADMX7 OZ OZ ADMDC 3 OZ WZ-31 ast/wre 0 -C-617 sulfur cap 9' C-1231 pad cap B'*C-39 cylinder 0 -'C-42 cores 0 - *C-1019 anu grout O'C-109 cubes CasadeTesring Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDDOjt!t Air Meter CCOA100_O - CC000001 IFCC000002 INUTAL Q111E TEM- HIGH _/LOW « ❑ INITIAL CURING TEMP. NOT RECORDED PER 10.1.7 DESIGN STRENGTH 9S✓ PLACEMENT AREA&NOTES YZe-0Y WK )NMESOMr/ism• Al -53 P/[ES 720401AW AA -51 /W3G Nab? RECEIVED A/LdAi4Y�' tR7ff �ld1fRl�tt�P SST �.i .tv/mac MAY 1 12009 %l�j�.4@7fi'j 1L�DAV S/g � /�liQs� NOV WA14 - DEVELOPMENT SERVICES CTR emit cF' EBIdews RESULTS APPLY ONETO THE rrEMS 057 TESTFD.TII¢ REPORT sF1ALL NOT RlP A INSPECTOR(S), NAMES) PRINTED -rM PRODUCED EX FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE INSPECTOR SIGNATU TESTING LABORATORY. INC. - REVISED 1=7 1 SIGNED BY_ COPIESTO: L L Sl V-& CASCADETESTING LABORATORY, INC. TESTING 81NSPECTION 12919 N.E. 126TH PUCE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERETT (42S) 259-0817 • COMPRESSION REPORT CUENT: L A:yy6eK ePl Yrl !vim ADDRESSZ///a 64W All"WE UE -7- E- 7_ CITY, STATE. ZIP. � %N�VW" M • T43t' + �o ATTN: SOURCEKUPPUER42k2bW — /19[Y AMI CEMENTTYPE Z SET,-'# –OF_ CUBICYARDS PLACEDAZ�_OF� Sampled as per ASTM C-172 TRUCK #QTZeLTICKET NO.Z?Ddf8 MIX NO./D¢42Ah2 TIME SLUMP MR UNITWT.SF YIELD TEMPERATURE V4 5 Ruta I I J - Ca+7- ST orAIR ASTM C-143 ASTM C-231 ASTM C.138 ASTM C, 138 ASTM C-1064 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET MIX TIME I SLUMP I PAIR I UNITWT.SF I YIELD TEMPERATURE TESTNG LABORATORY. INC. ENG – rpm J CONC. AIR C , ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1064 SEE REPORLTDNO� 3 _ NO REPORT 69015 --- Yr 9015 ACTUAL BATCH ACTUAL BATCH p Cy WEIGHTS FOR CY WEIGHTS FOR / CEMENT a CEMENT FLY ASH FLY ASH CAGG. C.AGG. CAGG. CAGG. WATER WATER /, 546t.. TOTAL eu �� TOTAL 0s? . Zp OZ ADMnc I E�'tZ – as OZ ADMDLI OZ ADMX2 OZ ADMOL 3 OZ ADMIX I OZ '05 WErr�o/iE� INSPECTOR(S). NAMES) PRINTED --!/T'�—� Y �itON INSPECTOR $IGNATU TESTNG LABORATORY. INC. ENG – rpm J ACTUAL BATCH ACTUAL BATCH p Cy WEIGHTS FOR CY WEIGHTS FOR / CEMENT a CEMENT FLY ASH FLY ASH CAGG. C.AGG. CAGG. CAGG. WATER WATER /, 546t.. TOTAL eu �� TOTAL 0s? . Zp OZ ADMnc I E�'tZ – as OZ ADMDLI OZ ADMX2 OZ ADMOL 3 OZ ADMIX I OZ V`C-31 asticure O -C-617 sulfur cap 0/C-1231 pad cap 0"4C-39 cylinder O - •C42 cores O - •C-1019 arms grout O •C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00jfy _ Air Meter CCOAI00O - CCC3C0001 034CC000002 WrnAL CURETORe HIGH_RO.V—a DESIGN STRENGTH _ INn1AL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA B NOTES 47d ?ry C , HIE –$WZW " No 61 MZ0,7AG5144D N669 No 64 b& 43 RECEIVE® AWIZ a E"Mv- ory 40001"4E sr✓AT 6.4LZA AW- MAY 1 12009 RESIATS APPLY ONE TO THE ITEMS N TFSTED.THIS REPORT SHALL NOT '05 WErr�o/iE� INSPECTOR(S). NAMES) PRINTED --!/T'�—� REPRODUCED REPRODUCED EXCEPT IN FULL WITHOUT THE WRnTEN APPROVAL OF CASCADE INSPECTOR $IGNATU TESTNG LABORATORY. INC. REVISED 12/02 rpm J COPIES TO: - M V`C-31 asticure O -C-617 sulfur cap 0/C-1231 pad cap 0"4C-39 cylinder O - •C42 cores O - •C-1019 arms grout O •C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00jfy _ Air Meter CCOAI00O - CCC3C0001 034CC000002 WrnAL CURETORe HIGH_RO.V—a DESIGN STRENGTH _ INn1AL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA B NOTES 47d ?ry C , HIE –$WZW " No 61 MZ0,7AG5144D N669 No 64 b& 43 RECEIVE® AWIZ a E"Mv- ory 40001"4E sr✓AT 6.4LZA AW- MAY 1 12009 RESIATS APPLY ONE TO THE ITEMS N TFSTED.THIS REPORT SHALL NOT '05 WErr�o/iE� INSPECTOR(S). NAMES) PRINTED --!/T'�—� REPRODUCED REPRODUCED EXCEPT IN FULL WITHOUT THE WRnTEN APPROVAL OF CASCADE INSPECTOR $IGNATU TESTNG LABORATORY. INC. REVISED 12/02 SIGNED BY J COPIES TO: CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 8239800 EVERETT (425)259-0817 • COMPRESSION REPORT CLIENT: LA4MAWC ouyj7y ADDRESSZ///46 AtQW AyrOf4ff U057 CITY,STATE ZIP: LYNNw-ew wx . 9wl� SOURCEISUPPUERefAM 4V— At&MdE CEMENTTYPE: / SET¢ OF* CLIBICYAROS PLACEL13�OF39 Sampled u per ASTM C-172 TRUCK #GP - TICKET NO..M� MIX NO./6A%04b TIME SLUMP. %AIR UNITWT,SF YIELD TEMPERATURE TEMPERATURE 0 SAMPLE CONC. AIR F ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM GIOW SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO TIME SLUMP I 3WR I UNrrWT.SF YIELD TEMPERATURE CAGG. ADMIX SAMPLE DATE DATE CONC. AIR SEE FIELD REPORT 69016 --- REPORT NO. Af1n40iQ1S NO. AC7UAL BATCH WEIGHTS FOR � CY CEMENT FLY ASH CAGG. CAGG. FINEAGffi Z14S WATER 14 TOTAL ADMIX ADMIX] ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 AAM C 1061 CAGG. �� �� INSPECTOR SIGNATU CAGG. ADMIX SAMPLE DATE DATE $A4L AGE SIZE NUMBER MADE TESTED DAYS qS/ .?AWL. 41—/6 7 1 Z�au¢ CEMENT qz-% FLY ASH CAGG. �� �� INSPECTOR SIGNATU CAGG. -fid yi FINEAGIL L17/S WATER $A4L TOTAL - 1442L OZ A oz OZ ADMIX OZ OZ ADMDLI OZ X20 QAC -31 asdcure O -C-617 sulfur cap PWC -'1231 pad cap 9^C-39 cylinder O - eC-42 cores O -'C-1019 crml grout O •C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOO JIf Air Meter CCOAI00_0 - CC000001 4RT.L.000002 "IG"—AOY—' DESIGN STRENGTH-9ZWPS/ RESULTSAPPLYONETOTHE rEMS N TESTEDTHIS REPORT SHAD NOT y/s/C<7TJ1� ifa ' INSPECTOR(S), NAMES) PRINTED L�YYf�������/��ii��.. /�L REPRODUCED IXCEPi W R1lLWITHOUT THE M/RrrTENAPPROVAL OF CASCADE �� �� INSPECTOR SIGNATU TESTING LABOAATORY. INC. -fid yi REVISED 12ro7 C SIGNED BY �'3'tia..I COMESTO: L. 6DMS `f//7. S CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERETT (42S) 259-0817 • COMPRESSION REPORT CLIENT: LAIU6Z$C/5&:1 62L44WY f1L AMM ADDRFSS:ZI/1Z 667h! AL45WE L*2W- CITY,STATE LP.k%*VNAdW WA ?MSS; SOURCE/SUPPUERefAa4i44N A140WPD6 CEMENT TYPE: SET / OF7 CUB CYARDS MACED_IOF1. Sampled u per ASTM C- 172 TRUCK #0 -j2 -S- TICKET NO.Z7Gi6& MIX NO./04646 TIME I SLUMP%AIR UNRWT SF YIHD TFIIPERATURE !4Z /D • SIZE AREA -eeF STRENGTH, TYPE NUMBER MADE coz ASTM C-143 ASTM C-231 ASTM C-138 ASTM C -UB ASTM C-1064 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I %NR I UNRWT.SF I YIELD TEMPERATURE SEE FIELD REPOTS NO4�e� NO. REPORT 69017--- ACTUAL BATCH WEIGHTS FOR CEMENT 9 FLY ASH C.AGG. C.AGG. FINE AGM WATER S TOTAL I^ 4 7� Cy ACTUAL BATCH WEIGHTS FOR _I CY CEMENT $,"a FLY ASH C.AGG. C.AGG. WATER 5040',54L. TOTAL // 1�,so/j OZ ADJ;A « 'VZ'4t OZ CONC AIR ADHIX2 OL AD X2 OZ ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1064 ADMIX OZ ADMDL3 OZ SAMPLE DATE DATE AGE SIZE AREA TOTAL STRENGTH, TYPE NUMBER MADE TESTED DAYS SQ. IN. LOAD P.S.I. BREAK' 7 O 40 AaAeu. - 7 z IVO 7 0 8 O zz 7g7Z S-8 LS 21nEo LG90 04C-31 asdcure O {-617 sulfur cap 0/C=1231 pad rap m!*C-39 cylinder O -'C-42 cores O - "C-1019 cmu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOJ.I_Air Meter CCOA100_0 - CC000001 I<t000002 INITIAL CURE TEMP HIGH AOW—a DESIGN STRENGTHS/ ❑ WITW CURING TEMP. NOT RECORDED PER 10.11 PLACEMENT AREA & NOTES TC,>WJ: A'/1E S4102M, Nn /-7 ST RESULTS APPLY ONE TO THE ITEMS REINTFSTED.TFIIS REPORT SHALL NOT REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNED BY COPIES TO: L. 9,Z.4.o yl?-/ SII CASCADE TESTING LABORATORY. INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 (125) 823.9800 EVERETT (125) 259-0817 • COMPRESSION REPORT CLIENT: L.41VOSVEK 92MU7Y ADDRESSZ///S /w167Af AVOINE W= CITY,STATE,ZIP L.YNNWWD M, 95EIZI, ATTN: SOURCHSUPPUER — 216060%a– CEMENTTYPE: I SETj�,_OF _I CUBIC YARDS PLACED1Z__OFLZ Sampled as per ASTM 0.172 TRUCK #07 TICKET NO. 29/16/ MIX NO. ID404 0 TIME I SLUMP %AIR UNITWT.SF YIELD TEHPFRATURE m RY ASH I FLY ASH CONk uR5)P; ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET—OF— CUBK.YARDS PLACED OF Sampled as per ASTM C-172 TRU[K ft TICKET NO MIX NO. SEE LDNO.606-"04 NO. RT 69018r - REPORT i mill • y � _ CEMENT m RY ASH o'•.�/ �(_ :..1/.ice ii/lir. iW, ' ... ACTUAL BATCH WEIGHTS FOR CY ACTUAL BATCH WEIGHTS FOR 2 CY CEMENT DATE TESTED CEMENT 84SLO> RY ASH TOTAL LOAD FLY ASH TYPE BREAK• C.AGG. APO C.AGG. 7 C.AGG. C.AGG. 0 MNEAGAS M05 FINEAGGk3� QSpj WATER/J. WATER TOTAL 3636.30 TOTS TIME SLUMP %AIR UNR WT. SF YIELD TEMPERATURE ADMIX.I 4.7s OZ A L 4Z9aA OZ CoNC. AIR ADMIX OZ ADMDL3 OZ ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 ADMDLI OZ ADMDC3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH• P. S. I. TYPE BREAK• 7 APO -17 7 Z t o o 0 7 -7 U 741 ZB a a q$0 G6Roo MrZ-31 asdcure 0 -0-617 Sulfur cap GWZ-1231 pad cap Al?-�'C-39 c tinder 0 - "C42 cons 0 -'C-1019 cmu grout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD009 Air Meter CCOA 100_0 - CCOCOD01 ge09/CCOCOD02 INITIAL OIRFTEMP:HIGH_IL0.9_ n DESIGN STRENGTH 91j210 ❑ PBPte/ TLLL WEMP CUAGTNOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES I a G PILES 7W/-3 LDAIO : Na 40 !Vo SS RESULTS APPLY ONE TO TME ITEMS N TESTED.THIS REPORT SHALL NOT E REPRODUCED EXCEPT IN FULL WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC REVISED 12/07 COPIESTO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNED BY CTR CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 176TH PLACE KIRKLAND.WASHINGTON 98031 (125) 823-9800 EVERETT (12S) 259-0817 • COMPRESSION REPORT CUENTA4V&=YE&r- 6WJAL173e Na -92! ADDRESS: ZL//a 6678 .dVJWAr-- I EW - CITY, STATE. ZIP: L.YNNW&7,0 WA, Y8O31& SOURCE/SUPPLIER66a%W — rj )WF- CEMENTTYPE SET 3 OF 7 CUBICYARDS PLACED Z 7 OF &Z Sampled as per ASTM C-172 TRUCK #g9—:�LZTICKET NO. e, MIX NO/ TIME SLUMP SLW0. UNRWT.SF YIELD TEMPERATURE AREA SQ.IN. Fw/p I I Yam rt AIR IF ASTM C-113 ASTM C-231 ASTM C 138 ASTM C-138 ASTM C-1061 SET—OF— CUBIC YARDS RACED OF Sampled a per ASTM C-172 T011ry EE TIrKPT N(3 MIX NO SEE HELD— NO RT 69019 REPORT NO. Ob ACTUAL BATCH ACTUALBATCH WEIGHTS F00.1_CY WHGHTSFOR2CY CEMENT 910 CEMENT DATE MADE FLY ASH FLY ASH AGE DAYS C.AGG. C.AGG. AREA SQ.IN. n STRENGTH. P.S.I. FINEAGG. ZW495 FINEAGG. Yam ACTUAL BATCH ACTUALBATCH WEIGHTS F00.1_CY WHGHTSFOR2CY CEMENT 910 CEMENT DATE MADE FLY ASH FLY ASH AGE DAYS C.AGG. C.AGG. AREA SQ.IN. C.AGG. C.AGG. STRENGTH. P.S.I. FINEAGG. ZW495 FINEAGG. Yam WATER Y/. -w.& WATER 51.E TOTAL ,gp TOTAL Zx4 TIME I SLUMP I SWR UNRWT-SF YIELD TEMPERATURE ADMDLOZ CONC. AIR ADMDC2 O2 ADMUC2 OZ ASTM C-113 ASTMC-231 ASTM C-138 ASTM C-138 ASTM C-1061 ADMDC 3 OZ ADMDC 7 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SfZE AREA SQ.IN. TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK* 7 /0 A%1- -I 7 Zx4 ./ S O O 7 VIf-31 ast/wre 0 -0.617 sulfur cap PCC -1231 pad cap D,!4'C-39 cyrinder 0 - �C-42 cores 0 -'C-1019 anu grout 0 *C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLCOOO_ Thermometer CCTHDOOZ�f_Air Meter CCOA 100_0 - CC000001 010CC000002 MBrIAL ORIE TEMP_ KGH-AOw—« DESIGN STRENGTH-QCQDPZ) p Wmµ CURWGTEMPNOr RECORDED PER 10.17 PLACEMENT AR EA & NOTES Z7GXhIC • PIZE-'MdRrW + X 51 PYLES Na L,4W-* N.57 N• 4/ Na 7� B� C:7 c3FL RESULTS APRT ONE TO THE ITEMS N TFSTED.THIS REPORT SHALL NOT REPRODUCED D(CEPT IN FULL. WRHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12/07 INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNED BY COPIFSTO: L-- 4if4,,a V -z-/ 7/y/ CASCADE TESTING LABORATORY, INC. TESTING &INSPECTIONCTION 12919 N.E. 126TH RACE KIRKLAND.WASHINGTON 98031 (125) 823.9800 EVERETT (ILS) 259-0817 • COMPRESSION REPORT CLIENT: LANjSVFRK' MM(J7i' M��S ADDRESS: Zl//S 4v&7N AV•FAflIE MY' CITY,STATE,ZIP. 4YNNW&)9 )VA- 57,50f6 ATTN: SOURCEISUPPLIER4SUdYWo- AIMMAX: CEMENTTYPE: SET 'ri OF 7 CUBIC YARDS PLACED -s OF&Zt_ Sampled as per ASTM C-172 TRUCK #6-R= TICKET NO.29,OM MIX NO. L414iD4D TIME SLUMP XAIR UNrTWLSF YIELD TEMPERATURE TEMPERATURE TOTAL alwx.66 �Z3� Oz ENGINEER 7, 68 et r�W /gtSE FCL/(p• I I I CONC. AIR J' ASTMC 141 ASTM C-231 ASTM C-139 N1 C -IM ASIM L -IM SET OF CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP "R UNITWT-SF YIELD TEMPERATURE TOTAL alwx.66 �Z3� Oz ENGINEER 7, I •. CONC. AIR ASTM C-143 ASTM C-231 ASTM C-139 ASTM C-139 ASTM 0.1064 SEE FIELD REPORT NO. 606 w+ NO. RT 69020---- ACTUAL BATCH WEIGHTS FOR _� CY CEMENT I pan FLY ASH C.AGG. C.AGG. FINEAGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR�CY CEMENT FLY ASH C.AGG. C.AGG. 'j8/D .S/.146L. r� FINEAGG. WATER �. TOTAL alwx.66 �Z3� Oz ENGINEER 7, •. ACTUAL BATCH WEIGHTS FOR _� CY CEMENT I pan FLY ASH C.AGG. C.AGG. FINEAGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR�CY CEMENT FLY ASH C.AGG. ADMIXl OL ADMIXI OL ADMDL 3 OL ADMIX] OL C.AGG. 'j8/D .S/.146L. r� FINEAGG. WATER �. TOTAL alwx.66 �Z3� Oz Oz ALMTKI'-- ADMIXl OL ADMIXI OL ADMDL 3 OL ADMIX] OL B! CASCADETLABORATORY, INC LaiTESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERE T (425) 259-0817 • COMPRESSION REPORT CLIENT:L4#AUV3I5G 49JU i7Y ~LAS ADDRESS:7//1S 667X AVBVUE hVESr CITY,STATE,zIP. L�YNNWWD WA • 9� ATTN: SOURCEISUPPLIER449!Wf — /faW4L' CEMENTTYPE: 1 SETS OFL CUBIC YARDS PLACED-" OF 6z Sampled u per ASTM C-172 TRt ICK *9 -%W4 TICKET NO. L9085 MIX NO. /040447 TIME I SLUMP %AIR I UNTTWT SF YIELD TEMPERATURE 6o ya� CONIC AIR ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1064 SET OF CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRI ICK S TICKET NO. MIX NO. TIME SLUMP %AIR UNRWT-SF YIELDTEMPERATURE ENGINEF,Lt FAA41AVO5 ARCHITECT AP4N1781..7s I I I CONC. AIR SEE FIELD REPORTO.6 064-+ NO RT 6 9 0 21 � DATE 10API&IL =751, CERT. NO. — PROI LOCAT10 BLDG. PERMIT NO. OWNER WEATHER TEMP AM. 03✓ @ P.M. ENGINEF,Lt FAA41AVO5 ARCHITECT AP4N1781..7s CONTRACTOR M4L&0Na7L AW RM6 ACTUAL BATCH WEIGHTS FOR / CY CEMENT e7� FLY ASH C.AGG. I C.AGG. FINEACW Z/05 WATER O TOTAL DLA, Z� ADMIX ASTMC-143 ASTMC-231 A51ML-138 AbIML-I3e A]IML-tun ADMIX. ACTUAL BATCH WEIGHTS FOR 8 CY CEMENT 7504 FLYASH C.AGG. C.AGG. FINEAGG. I i -s rwr 5 WATER k0l .p 1 TOTAL Z84 74.3: oz Ae ( 407 oz OZ AD19X3 OZ OZ ADMIX OZ 8 =C-31 casdcure 0 -C-617 sulfur cap V --C- 1231 pad cap O�-'C-39 cylinder 0 - -Ci2 cores U -'L-IU Iv anu grout i It, IUr cuDes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOA 100_0 - CC000001 W'60000002 1NRIALNIIETW-KIGH_AOW_« DESIGN STRENGTH "tZWili"5/ ❑ INITIAL OJkM TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREARNOTES ^i7�ti.n 9,1rC,L.7my No ZZ iii M5 Z QW Al, ZZ No 10 Ao6 16 - 4amPe..V,fA1jIIE9 raVi�,4FFUAW-�-VRET-6_oda/.L&4 C�9�yE'Iry MAY 13 RFSESITD THIS OEPORT E ITEMS IN TESTEDTHIS REPORT SHALL NOT INSPECTOR(S). NAME(S) PRINTED 5/u/� A ��JIAV J EPRODUCED EXCEPT IN FULL WITHOUT WRITTEN APPROVAL OF CASCADE IREVISED INSPECTOR SIGNATURE WG LABORATO 1 12A07 SIGNED BY COPIESTO: CASCADE TESTING LABORATORY, INC TESTING &INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-98W MLJ EVERETT (425) 259-0817 • COMPRESSION REPORT I L CLIENTAAW-7YAW-K 6WJA%7Y tliAWMS7 ADDRESS:z///S 447)V A✓WE iYEZT CITY• STATE LP: ZAMA'{/LLQ NA • 980--V% SOURCE/SUPPLIER64DA60W — A"PDP CEMENTTYPE: I_ SEE FIELD REPORT O.L�d " NO. 6 9 0 2 2� • i. • "I, UNITWT.SF YIELD TEMPERATURE CO f a LP 1TEMPERATU � � ,�., ..• . - / ter,• I I CONC AIR - 151IT8011T.Tal• CY SET fLOF Y CUBIC YARDS RACED Ss OF 61Z Sampled asperASTM C-172 CEMENT 7-W TRUCK #03/ Z TICKET NO.Z4090 MIX NO./OY04U TIME C! /4 SLUMP 82"40 - "I, UNITWT.SF YIELD TEMPERATURE CO f a LP ASTM C-143 ASTM C-231 ASTM C-138 SET—OF— CUSICYARDS PLACED CIF TRUCK # TICKET NO. Aa IM I -I1• A)In 1-IWI Sampled as per ASTM C-172 MIX NO. TIME SLUMP "R UNITWT-SF I YIELD 1TEMPERATU WATER I I CONC AIR ASTM C-143 ASTM C-231 ASTM C.138 ASIM C-138 ASTM C-1061 FLYASH I C.AGG. C.AGG. FINEACPS 2105 . WATER TOTAL ACTUAL BATCH WEIGHTS FOR CY CEMENT 84A6 FLY ASH C.AGG. C.AGG. RNEAGG. /QRS& WATER TOTAL OZ •Aodue®c '`l2Ks oz ADMIK2 OZ ADMDCI OZ ADMOC3 OZ ADMIX3 Oz Gr�C -31 asticure 0 -C-617 sulfur cap 43P'C-1231 pad cap SP"C-39 cylmder 0 -'C-42 cores 0 - "C-1019 cams grout 0'C-109 cubes Cascade Testing Equipment Identifiation: Stump Cone CSLC000_ Thermometer CCTHDOOL4 Air Meter CCOAI00_0 - CC000001 w-'CC000002 INmAL OINETEMP-HDH—now DESIGN STRENGTH 4"P5/ INITIAL CURINGTEMP. NOT RECORDED PER 10 11 PLACEMENTAREA & NOTES 55412e P/ M M3 ZZW ' No M 1 :III%: :. • ,. i .. 1_,I�� �� ;;. i r �//'/ i orf- '� / ��1/ s 1. I -/ t ! �• _ RESULTSAPPLY ONETO THE MEMS N TFSTED.THIS REPORT SHALL NOT CFD FXCFPT IN FULLWMHOUr WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR(S). NAMES) PRINTED INSPECTOR REVISED 12/07 I SIGNED BY CASCADE TESTING LABORATORY, INC 10"i TESTING 8 INSPECTION 12919 N.E 126TH PLACE KIRKLAND.VVASHINGTON 98034 (425) 823-9800 EVERETT (42S) 259-0817 • COMPRESSION REPORT CLIENT 4AAd93yPM e2yA&-/%/ 11=M�r ADDRESS:///a A67R AVEY/P NI= CITY, STATE. zip:LYNNW" WA. 980--"16 SOURCE/SUPPUER 444A N — MQVWR CEMENTTYPE: I SET % OF % CUBICYARDS PLACED -(p?- OF GZ Sampled u Per ASTM C-172 TRUCK #ZZZ TICKET NOS 9� MIX NO. L0464e> TIME SLUMP %AIR UNUWT-SF YIELD TEMPERATURE _ Z7 AwIA)- I I I P.M. 460 3oi, I CONC. AIR ASTM C-143 ASTM C-331 ASTM C-138 A5TM C-138 ASTM C-1064 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP 71AIR I UNRWT-SF YIELD I TEMPERATURE BLDG. PERMIT NO. OWNER WEATHER TEMP A.M. P.M. CONC. AIR r REEPORRT NO. 447a { O. 6 9 0 2 3� DAT QQ�' CERT. NO. /0 . F) iM= e-4VWAW1dM.3 LOCATION A/fiV BLDG. PERMIT NO. OWNER WEATHER TEMP A.M. P.M. ENGINEER G eL ER6/N£�fS ARCHITECT CONTRACTOR Me. A' A?J- AW RZA6 ACTUAL BATCH WEIGHTS FOR CY CEMENT 744v FLYASH C.AGG. C.AGG. RNEAGG. DS. WATER / yp TOTAL ; 30 ACTUAL BATCH WUGHTS FOR�CY CEMENT 8,472 FLY ASH C.AGG. CAGG. RNEAGG. WATER kap TOTAL. i2jm-%. OZ. ADMDLI 6, ADMIX OZ ADMIX OZ ASTMC-143 ASTM C Z31 ASTM C-138 ASTM C-138 ASTM C-1064 ADMIX OZ VZ -31 cast/cure 0 -C-617 sulfur cap IWC -1231 pad cap (64"rC-39 cylinder 0 - *C-42 cores 0 - •C-1019 cmu grout 0 *C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00 4 Air Meter CCOAI00_0 - CC000001 (111O."EC000002 INMAL CURE TEMP. HIGH _Rt7N_ y DESIGN STRENGTH -9k=/ V 0 tNmAL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMEN AREA B NOTES 6ZCvv r, P/LE .3wylAy, INE ® AIMS 727amov- 4 1 9nn9 W.N.ari&0'oQtrlLyfi//LO/��VFP"736AL/�ItS �'ylrEsGTR- L3 ME .4A" " MaQW&-A MY ALAK DEy Gn of ED OWUs 5T RESULTS APPLY ONETOTHE ITEMS FIN TESTED THIS REPORT SHALL NOT IEPIIODUCED EXCEPT IN RILLWITHOUT E WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12A7 COPIESTO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNED BY CASCADE TESTING LABORATORY, INC TESTING 6 INSPECTION 12919 N.E. 126TH PUCE KIRKLAND.WASHINGTON 98034 (425) 1123 9800 EVEF= (125) 259 W I ] • COMPRESSION REPORT CLIENT: LANL2AWJEM 4VL64LI7V ll!>WF-Z ATTN: SOURCEISUPPUER(ZAEMMM —.LMME CEMENTTYPE: I SET /OF 5 CUBICYARDS PLACED f OFfto.% Sampled as per ASTM C.172 TRUCK #Z9$ TICKET NO. L9n94 MIX NO. / TIMESLUM P W "It UNITT.SF YIELD CEMENT '� �• SIZE FLY ASH tPERATURE CONtT AIR - ASTMC-143 ASTM C-231 ASTM C-138 ASIM C-135 ASTM C-1064 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP %AIR UNITWT,SF YIELD I TEMPERATURE SEE FIELD REPORT NO. 4962;0-3 REP O.ORT 69024 N W BATCH WEIGHTS FO0. CY CEMENT SAMPLE CEMENT ad FLY ASH SIZE FLY ASH TOTAL /i ACTUALBATCHACTUAL WEIGHTS FOR CY BATCH WEIGHTS FO0. CY CEMENT SAMPLE CEMENT ad FLY ASH SIZE FLY ASH TOTAL C.AGG. TYPE C.AGG. MADE C.AGG. DAYS C.AGG. SQ.IN. FINEAGIM ZID5 FINEAG�r.S /9,j WATER Sal. WATER S/61ac TOTAL !S i 90 TOTAL Sums SD % 47dm Dz AlarAMC. 4L446 CONC, AIR ADMIX.7 OZ ADMIX.2 OZ ASTM C. 143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 ADMIXI OZ AOMUL3 OZ SAMPLE DATE DATE AGE SIZE AREA TOTAL STRENGTH, TYPE NUMBER MADE TESTED DAYS SQ.IN. LOAD P. S.L BREAK* Sos 3 q- 2.0 7 3,/q4 !S i 90 -Y ito SD % '5 11 z $ c2 3 G 7 O 7SY0 —150-7 S-1 1 Z,s a,aLgO 7 -s -4o �- -31 wdcu e 0 -0-617 sulfur rap y -C-1231 pad cap jt- -39 cylinder O - •C-42 cores 0 - •C-1019 cmu grout 0 •C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOO(TAir Meter CCOA100_0 - CCOCDOOI�CCOCO002 INRIAI CURE TEMP: RGH_11OW_ car DESIGN STRENGTH —7u.C� ..RT fdQNITIAL CURING TEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES f 4Y.AfitPILE SawU 1 A647 R L IG E s u T- 0 PI/LE3 MT LAD: /V• 11 - No 90 No 15 AAAV 1 3 .';zl eiin�.eR/t WQ18 dV CJMrL/.�� �lF�-T : C�.964f1d16 sETrEa:DpIASNss� �« �Tn CITY OF EDMONDS }ViE7BR-AQDH�LW Sll�,®'GLi(/IHQ�: 3�94LLLi116 . RESULTS APPLY ONE TOTHE ITEMS DN TESTED THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN RRLWTTHOUT � �/// THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC INSPECTOR SIGNAN8Fi5 RPASED 12307 I SIGNED BY COPIESTO: C- T CASCADETESTING LABORATORY. INC FBI \ITESTING 6 INSPECTION �I112919 NX 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 8239800 EVERETT (425) 259-0817 • COMPRESSION REPORT CLIENT: LANG r101C 492MAO %M HagE:y ADDRESS:Z///E 667R AVOYUG_ WA= CITY, STATE z1PLYNNWl170 WA • ?WZ6 ATTN: SOURCE/SUPPUEROAP" —AA MWF- CEMENTTYPE: I SET L OFA CUBICYARDS PLACEDOF Sampled as per ASTM C-172 TRUCK # SP4 TICKET NO. L4/40/ MIX NO. 4040 -WO TIME I SLUMP %AIR UNrTWT..SF YIELD TEMP A.M. P.M. ENGINEER ARCHITECT 4G)e ZT 1411184VAB= CONTRACTOR AfeV I{A a- NW P/LIIb46 I C.AGG. _1EM F FINEAGfp ZIODS FINEAG rX STRENGTH. WATER CCON(f AIR ASTMC-143 ASTMC-231 AAMC -138 ASIML-138 A51 61064 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I %AIR I UNITWT-SF YIELD I TEMPERATURE I I I I CONC AIR ASTM C-143 ASTM C-231 ASTM C.138 ASTM C.138 ASTM C.1064 LE DATE DATE AGE SIZE IER MADE TESTED DAYS g /SAFRIL -7.0 7 Z x4 D S- 1 I Zs SEE FIELD NNO. Is=��S NO. 69025 DATE PAY I CERT. NO. L— L Zl EJt&L7-G0vaDM/d/l!M 3 LocnnoN F!C!� evlC1� BLDG. PERMIT NO. OWNER WEATHER TEMP A.M. P.M. ENGINEER ARCHITECT 4G)e ZT 1411184VAB= CONTRACTOR AfeV I{A a- NW P/LIIb46 ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR I Cy WEIGHTS FOR CY CEMENT CEMENT $ O FLY ASH FLY ASH C.AGG. C.AGG. OZ. ADMX3 C.AGG. C.AGG. FINEAGfp ZIODS FINEAG rX STRENGTH. WATER 59/ SP WATER M511, TOTAL ae.,-no TOTAL 2119. w utri r'�' 47 oz Aorox - 4L4 oz ADMIX 1 OZ ADMIX.2 Oz ADMIX OZ. ADMX3 Oz AREA TOTAL STRENGTH. TYPE SQ.IN. LOAD PS, I. BREAK* 3. 2. /35/ O 0 o 6 9100 .21970 Lff70 );L -C-31 ast/OUre O -C-611 suffer cap �kC-1231 pad cap it- •C-39 cylinder O - •C-42 corns 0 - •C-1019 unu grout O K-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLCOOO_ Thermometer CCTHDOOL�LAir Meter CCOA 100_0 - CCOCoo01 XCC000002 wmq cim TtnP. we —&ow DESIGN STRENGTH-44C1P3/ 92, ATIAL CURING TEMP, NOT RECORDED PER 101.2 PLACEMENT AREA & NOTES 184.ZAM . fUE S6WPLW r Nc3/ _ rECEHVEDs QLagme/e WYATM 4N eX MPUANGa 34047'. 6. &evil"Aa . DEVELOPMENT CTRL VL40Z AMM 0-Y ME By EDMONDS RESULTS APPLY ONE TO THE ITEMS t`ii1/GT1D/� it TJIi/II)wa-i /O_ NTFSTED.THIS REPORT SHALL NOT INSPECTOR(S). NAMES) PRINTED — ZV*������II�� A 7M46dZ NIS BE REPRODUCED EXCEPT IN FULL -WITHOUT 41 THEwuTTEN APPROVAL of CASCADE INSPECTOR SIGNATURE TESTNG LABORATORY, INC. REVISED 12ro2 SIGNED BY COPIESTO: y�TSJiZ- CASCADETLABORATORY, INC. TESTING Js INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (125) 823-9880 EVERETT (425) 259-0817 • COMPRESSION REPORT CUENT:LANQSWFiC 1641AUZZ NOWEs ADDRESS: Z1//8 4a67N AVEVVE WEA CrTY, STATE, ZIP: LYNyJV" WA 9WOK. SOURCE/SUPPLIER6482111M — MOMP- CEMENTTYPE Z SETS OFA CUBIC YARDS PLACED,Z7OF'43 Sampled as per ASTM C-172 TRUCK #2474_ TICKET NO. Z -?/DZ MIX NOIDA0110 TIME 1.3S I SLUMP /O• %AIR UNITWT SF I YIELD T�TIPERA RE e le CONC.p AIR r ASTM C-643 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 SET—OF— CUBIC YARDS PLACED OF Sampled as Per ASTM C.172 TRUCK V TICKET NO. MIX NO SEE FIELD REPORT N0.�45 NO REPORT 69026 ACTUAL BATCH BATCH ACTUAL BATCH WEIGHTS FOR _L CY WEIGHTS FOR '? CY CEMENT i i. • iPAZ OFF FLY ASH FLY ASH ENGINEER Ww wiffidimilign -•moi :�. C.AGG. ACTUAL BATCH BATCH ACTUAL BATCH WEIGHTS FOR _L CY WEIGHTS FOR '? CY CEMENT d7 -w CEMENT 8Lqz-15i" FLY ASH FLY ASH AREA SQ. IN. C.AGG. C.AGG. TYPE BREAK' C.AGG. C.AGG. y-ZO FINEACW r DS FINEAGCffi 77x5 WATER 4;4)_ 7!S WATER 4f.93 TOTAL 13426 -.05 TOTAL �S AD& TIME I SLUMP %AIR UNITWT,SF I YIELD TEMPERATURE3mP03LT-�� 47b OZ AD�l` OZ CONC. AIR An"X2 OL ADMIX2 OZ ASTM C-113 ASTM C-231 ASTM C-138 ASTM C.138 ASTM C. 1064 ADMIX OL ADMIX.I OL SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, PSA TYPE BREAK' 5111 y-ZO 7 z xg 3,/y, 13 9 S= yyo L8 .z o 0 4f7c -751 10�C-31 cast/cure 0 -C-617 suNur cap C-1231 pad cap �K,'C-39 cylinder 0 -'C-42 cores 0 -'C-1019 amu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00I_4 Air Meter CCOA 100_0 - CC000001 XCC000002 W ALCLIRETEMPHIGH-tLow—' DESIGN STRENGTH 1 INRUI CURINGTEfW. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES Z7G Y- V r - A'L.E ZWPVZED' 161Z, )"ZION 7ALS LdAD-' Na /Z Na. 11 Na 4U MAY 13 - AU.&I-AM IY.Azw_aV DFvc, n•. CITY OF ED El1pND— RESULTS APPLY ONE TO THE ITEMS ;Q' TESTED THIS REPORT SHALL NOr REPRODUCED EXCEPT IN FULLWFTHODT THE SVMTEN APPROVAL OF CASCADE TESTING LABORATORY INC INSPECTOR(S). NAME(S) PRINTED INSPECTOR REVISED 12103 I SIGNED BY COPIESTO:L����5�2— CASCADE TESTING LABORATORY, INC. TESTING S INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (125) 823.9800 EVERETT (425)259.0817 • COMPRESSION REPORT CLIENT: LAW5V/EZC CZbW77 AAWES ADDRESS:Z-'//S "7# AVENUE Wj� CITY, STATE, ZIP. Ww WA • 7ZRn!K ATTN: SOURCEISUPPLIER46Cffi AI— Alft"M CEMENTTYPE 5 SET't OF CU&[YARDS PLACED , & _OF -t*_ Sampled as per ASTM C-172 TRUCK # Z9B TICKET NO.Z9/n3 MIX NO. /LY4o430 TIME SLUMP MR UNFTWT-SF YIELD I TEMPERATURE /228 FLY ASH I STRENGTH. P.S.I. e fg O CONCF MR ; ASTMC-143 ASTM C-231 ASTM C-138 AAM C-138 ASTM C-1064 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 Ta11r1C k TTr1(GT mO MIX Nn SEE REPORT NO REPORT415106"'11 NO. 69027 A ACTUAL BATCH WEIGHTS FO0.jCY ACTUAL BATCH WEIGHTS FOR 9 CY CEMENT CEMENT a4OS FLY ASH FLY ASH STRENGTH. P.S.I. C.AGG. C.AGG. ACTUAL BATCH WEIGHTS FO0.jCY ACTUAL BATCH WEIGHTS FOR 9 CY CEMENT CEMENT a4OS FLY ASH FLY ASH STRENGTH. P.S.I. C.AGG. C.AGG. C.AGG. C.AGG. 7 FINEAGG. jjO5 FINEAGG. ly7q$ 5l. /� &v - jai963.16 WATER 591 , w WATER TOTAL ayy,40 TOTAL TIME SLUMP "R UNR Wi., SF YIELD TEMPERATURE A1SFilAT^� 47� OZ A�7W>O - ��� OZ CONIC. MR ADMIX OZ ADMIX2 OZ ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1064 ADMIX OZ ADMIX3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN TOTAL LOAD STRENGTH. P.S.I. TYPE BREAK* S 1 13idgIJL41 - Zo 7 L X-4 3,///"" lelZ Yo V S O %515 S-11 Z8 OR o 4 10 4540 -751(0 5-11 Z's ai q3o c8zo 9,C-31 asUcure O -C-617 sulfur ap 10- C.1231 pad cap 04-'C-39 cylinder O -'C-E2 cores O -'C-1019 amu grout 0 4C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLCD)0_ Thermometer CCTHDDO/-dL Air Meter CCOA 100_0 - CC000001 ,,K--CC000002 u4nAL CUAE TEW RIGH -ILOW DESIGN STRENGTH 4V -'M Pte/ LIINnIAL CURING TEMP. NOT RECORDED PER 10.11 PLACEMENT AREA & NOTES M& G.YMIIC- . AV AILES4491M, % An 17 RESULTS APRT ONE TOTHE ITEMS I1% ED.THR REPORT SHALL NOT REPRODUCED EXCEPT IN FUD. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. yjlaiN�jli7pi•YI COPIESTO: INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNED BY CLIENT • 5W,44L7Y HCWIE37 ATTN: SOURCE/SUPPLIER04Q% N —AMAZ CEMENTTYPE: SETS OF S CUBIC YARDS PLACED -jar OF_'IP, Sampled az per ASTM C-172 TRUCK #•� TICKET NO. Z`705 MIX NO. /jJ!ft>►Q TIME I SLUMP "RUNITWL CASCADE TESTING LABORATORY.INC. TEMPERATURE .(b DATE TESTED TESTING 8 INSPECTION 3,6 a/J 6D• 3gSF • /3gZ5 12919 N 126TH PLACE ,74 CON Al KIRKLAND.WASHINGTON 98031(125) 823-9800 - ZO 7 Zx4 EVERETT (125) 2590817 b�5 • COMPRESSION REPORT CLIENT • 5W,44L7Y HCWIE37 ATTN: SOURCE/SUPPLIER04Q% N —AMAZ CEMENTTYPE: SETS OF S CUBIC YARDS PLACED -jar OF_'IP, Sampled az per ASTM C-172 TRUCK #•� TICKET NO. Z`705 MIX NO. /jJ!ft>►Q TIME I SLUMP "RUNITWL YIELD TEMPERATURE .(b DATE TESTED C.AGG. 3,6 a/J 6D• 3gSF • /3gZ5 Ills WATER ,74 CON Al SEE FIELD REPORT NO 6tl6 5 REP NOORT 69028 • � XPi ��•� CEMENT 6Z'?z FLYASH Vol ♦ , _ C.AGG DATE TESTED C.AGG. 3,6 a/J lilraTe0i.. •. Fj:7�1 ..1— _ ./. - . - ACTUALBATCH WEIGHTS FOR _ cEMENr y FLY ASH C.AGG C.AGG. ASTM C I/3 ASTM C-231 ASTM C-138 ASIPIC-138 ASTM C -IOM FINE AGgD SET—OF— CLINCYARDS PLACED OF Sampled as per ASTM C-172 WAS li 1 04173i2Nr07 W96 rel TOTAL ACTUALBATCH _ CY WEIGHTS FOR 1 CY CEMENT 6Z'?z FLYASH SAMPLE C.AGG DATE TESTED C.AGG. 51ZE $ FINEAGQLS /3gZ5 Ills WATER ,74 6.50/k, TOTAL fiiI astlarc O -C-617 sulfur cap ':R - C.1231 pad ap 1R' -'C-39 cylinder O - *C-42 cores O - *C-1019 amu grout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOIxe- Air Meter CCOA100_O - CC000001 XCC000002 INIIIALOIRETEMP_HIGH-AOW—« DESIGN STRENGTH:{' PS/ '-INmAL CURING TEMP. NOT RECOADLD PFA 10.1.2 PLACEMENT AREA & NOTES ��� GYM/C • P/LE S.dlO'CPD `Ne r� r,- r ➢ Fq I� 1:7)I" 1.5.6=♦ .J/' . rri' i .I!- i� /. . RESULTS APPLY ONE TO THE ITEMS 1N TESTEO.THIS REPORT SHALL NOT edge TIME SLUMP "It UNR Wi.SF YIELD TEMPERATURE OZ ADMIX 07 CO47a 3AEp4a9G 37t.¢ NC. AIR ADMIX OZ ADMDL2 OZ ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C- 1064 ADMOL3 OZ ADNX3 OZ PRODUCED EXCEPT IN FULL.WITHOVT SAMPLE DATE MADE DATE TESTED AGE DAYS 51ZE AREA SQ. IN. TOTAL LOAD BREAK' 517 t 3�2rL - ZO 7 Zx4 y z b�5 t5 -/l ZS G oZs 4STRENGTH.TYPENUMBER �-- G Sa' d fiiI astlarc O -C-617 sulfur cap ':R - C.1231 pad ap 1R' -'C-39 cylinder O - *C-42 cores O - *C-1019 amu grout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOIxe- Air Meter CCOA100_O - CC000001 XCC000002 INIIIALOIRETEMP_HIGH-AOW—« DESIGN STRENGTH:{' PS/ '-INmAL CURING TEMP. NOT RECOADLD PFA 10.1.2 PLACEMENT AREA & NOTES ��� GYM/C • P/LE S.dlO'CPD `Ne r� r,- r ➢ Fq I� 1:7)I" 1.5.6=♦ .J/' . rri' i .I!- i� /. . RESULTS APPLY ONE TO THE ITEMS 1N TESTEO.THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTEDA 72MI5A LM JK PRODUCED EXCEPT IN FULL.WITHOVT WRTrTEN APPROVAL OF CASCADE I INSPECTOR SIGNATU NG LABORATORY INCED 12/07 SIGNED BY COPIESTO:/ri CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS 13919 N.E. 1261H PLACE KI4KLAND, WASHINGTON 960]6all(425) 823-9800 EVE4ETT (3251259-0817 • To. LANLZMEM dUZ&/7V HOMES Z ills 6ii&V AW-N&E &= LYNIMOW WA . 93n5r�- RECEIVFn ATTN:APR 2 0APR 2 0 2tnq Q INSPECTION PERFORMED .1— RESTEEUCONCRETE RESTEEUMASONRY — OTHER _ RESTEEL ONLY _ STR.STAVELDING — STASTISOLTING LOCATION (AREAS) PILE Ne —M Nu S•F CONCRETFJfMk�NR1— MIX N0. ��4C SUPPLIER dfAC*W — —'W -4677F' SLUMP (INCHES) Alum) AIR CONTENT I%) PREVIOUS 096700-- REPORT No. No. CERT. NO. CL)NLDW)V/Llhp WEAILIMQILA.V I TEMP. AT7f� A'�I FAT PM G G E46/NMPS L?91 a '#w P/UM6 (3) ITEMS INSPECTED FOOTINGS •� AUGER CAST PILES DRILLED PIERS FOUNDATIONS _ SLAB _ COLUMNS WALLS BEAMS DESIGN STRENGTH (fa) �7JP51 TOTAL CU'YD * YD. PLACED G G7• SPECIMENS CAST SEE CYLINDER REPORT NO. ro90Z9 YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO Z,X4 4437".47-P/[EA61 5$ COPIES TO: L Ls�•,.3L FIELD REPO SIGNED: CASCADE TESTING LIABOR.ATO RY. INC. TESTING 81N$PECTION Il.1. N( ILT.,'IACf KIRKI CIVVK INGTd-I.MIN 01S) .1..... UVERBTf (US) 259 -GRIT FIELD REPORT TO:iRt ND-5KEA< d WII.! // Htt`IE:y zi/ia C�6 N .aN9ME WA= - RECEIVED ATTN: APR 2 0 2009 DEVELOPMENT THE FOLLOWING WAS NOTED: CIII OF pomembs Q9, PRE V KwB REPORT IM 60645 DATE/ CERT. NO. / 3 410 PRO— IZI EDMAf3ET CONOcMhV1 AC LOCATIO GG �� ?a BLDG. PERMIT NO. OWNER WEATHER TEMP./r�E� AT7.c» WAF . AT PM ENGINEER C U DVICV40Q50 ARCHITECT CONTRACTOR LblY�LL NiY P1'LlNeS �.♦ �/.., %.E .; . J � - - / . �i � : =::. a /. I/�( Ar"r)_ e& JZXLr' G7 IDiaL YOf>� w.o7sI 2WP/� nt�s�ps�lw ?a 27044 9 9 ' 46-441 ...3a"L. 71PS 9116 M49 Ms 47 AN -7 Afo/S . •. •I �i�1. ZZ4 Z4/01 q /a ./.I/ 4DAilf.. fJZ /GIZI .SI Mai/ Ad /4 M 7 Z94 Z914OZ y7 Z7 7.0 <jV6L 10:Z3 /1: W AG /Z M.lZ All A16 Z/ Z98 "IMS y 36 6.4 6C // AS L143 /7 /7 A4!3 $?R L7lOS 7 �f3 5.4 b+ut- .9100 cls . Aro /a /YL I a TEST RESULTS APPLY5 ONLY TO THEITEMS NOT _4 .�' A.7Ati6ACAV JR. HEREIN RESTED. iN14 EXCEPT SHALL NOT INSPECTORI$J, NAMES) PRINTED • BE REPRODUCED EPPROV L LULL WITH. TOUTES THE WRITTEN APPROVAL INC OF CASCADE TESTING LABORATORY. INC. INSPECTOR $IGNATU C � REVISED un SIGNED BY ---�� COPIES i/i!- . •. •I �i�1. / I ♦� /,I ./• 1 �_ 1. .J. a ./.I/ TEST RESULTS APPLY5 ONLY TO THEITEMS NOT _4 .�' A.7Ati6ACAV JR. HEREIN RESTED. iN14 EXCEPT SHALL NOT INSPECTORI$J, NAMES) PRINTED • BE REPRODUCED EPPROV L LULL WITH. TOUTES THE WRITTEN APPROVAL INC OF CASCADE TESTING LABORATORY. INC. INSPECTOR $IGNATU C � REVISED un SIGNED BY ---�� COPIES CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 9803 0253 627-9800 EVERETT (125) 259-08 17 • COMPRESSION REPORT CLIENT: LJONQ3VSd 61L(IOL!%Y /SfD41ES ADDRESS: 411/8 4/d A wr— 11= CITY, STATE, ZIP: LYA/NN/IAW NLA, 980 SOURCEISUPPLIER(:ADAMN—A{dQUA 9E CEMENTTYPF- I SET / OF 5 CUBICYAADS RACED TOF�� Sampled as per ASTM C-172 TRUCK #2' ?% TICKET NO. ZgbW MIX NO./D40w7Z TIME I SLUMP %AIR UNITWT.,SF YIELD TErMtPERA•�N`REQ' • -17— 1 ENGINEER G d9 - FJV I I CONC. AIR ASTMC-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 SET—OF— CLIBICYARDS PLACEDOF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I 3WR I UNITWT.SF I YIELD I TEMPERATURE WEATHER TEMPAM. @ P.M. ENGINEER G d9 - FJV ARCHITECT CONTRACTOR 6U- NWA71U4i5 CONC. AIR ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1064 SEE FIELD REPORT NO. 49C7=03 NOREPORT 69024 DATE41CAMY CMERT^NO'. i��ivsFrcavaa�rlvruhas LOCATIo AY.6VL40 AC 464 BLDG. PERMIT NO. OWNER WEATHER TEMPAM. @ P.M. ENGINEER G d9 - FJV ARCHITECT CONTRACTOR 6U- NWA71U4i5 ACTUAL BATOI WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINEAGM Zil WATER —stv• TOTAL Lan xe— ACTUAL BATCH WEIGHTS FOR Lr-- CY CEMENT FLY ASH C.AGG. C.AGG. WATER S/ew- TOTAL ;Lp i a _ 32: a6 oz ADMIX2 OZ ADMIX OZ ADMIX 3 OZ ADMIX I OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK- -7,505 15 y-Zo 7�x4 3IyZ lSi o y8 d Solo 1 5-1) z8 --750-7 5-// Z,8 C-31 astf ure O -C-617 sulfur cap TGGC-1231 pad cap :RL--aC-39 cylinder O - *C-42 cores O -'C-1019 cmu grout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLCODO_ Thermometer CCTHD00Lj Air Meter CCOAI00_CI _ CCOCODOI CC000002 INITIAL CUILETEMP- HIGM—dOw DESIGN STRENGTH 'hCk2D� iRL—IraT1AL CURINGTTMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES `74,rh0t . PV—= .SF4W4W r M 49 al=e nit i mm: Al- ae AE_ o Al, IS 2009 GTY OF RESULTSAPPLY ONETOTHE ITEMS N TESTEDTHtS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED PRODUCED EXCEPT IN FULL WITHOUT E WRITTENAPPROVAL OF CASCADE INSPECTOR SIGNATUR TESTING LABORATORY. INC T REVISED 12/07 SIGNED BY COPIESTO: T CASCADETLABORATORY, INC. II��U\,II TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-98W EVEREIT (425) 259-0817 • COMPRESSION REPORT CUENT: ZANDYG.,PI< i9VI 77 11&9:Y ADDRESS: Z/!/S 461E71V AYFJVL/F WAIESE CITY, STATE. zip: IYNNNAID WA • rw.%6 ATTN: SOURCFISUPPLIERCAQUE —MQYMF CEMENT TYPE Z SET LOFA CUBIC YARDS PLACEDL8 OF -54 Sampled u per ASTM C-172 TRUCK # a?�4 TICKET NO. L4/D/ MIX NO./Z>'V~ TIME I SLUMP ' 16410. 1 UNTTWT-SF YIELD PERATUFE CONE AIR F ASTMC-143 ASTMC-231 A5TM C-138 ASIMC-IAI A51MC-1064 SET_OF_ CUBICYAADS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME I SLUMP I %AIR I UNITWT,SF I YIELD I TEMPERATURE SRT REEPP FIELORRTTDNO. X13 NO 69025 DATE NPA)e I I Q ��� 1 E�7LJY ,,5 44WA /j'ULYIUM3 I I CONC. AIR ASTM C-143 ASTMC-231 ASTM C -I 38 ASTM C 138 ASTM C-1064 LE ER DATE MADE DATE TESTED AGE DAYS SIZE 8 12RAFOULI-7-0 7 Zx4 C.AGG. 5_1/ za 0 WATER 57-11 L8 _+ Z9A91/i SRT REEPP FIELORRTTDNO. X13 NO 69025 DATE NPA)e I CERT NO. L Q ��� 1 E�7LJY ,,5 44WA /j'ULYIUM3 LOCATIONIZV Afde7R BLDG. PERMIT NO. OWNER WEATHER TEMP A.M. P.M. ENGINEER ARCHITECT CONTRACTOR M,_VA4e 1L NW P144W ACTUAL BATCH WEIGHTS FOR I CY ACTUAL BATCH WEIGHTS FOR CY CEMENT 47 CEMENT FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. C.AGG. HNEAGBS Z165 FINEAG WATER �I. WATER .__u TOTAL TOTAL Z9A91/i ADMIX OZ ADMIX ADM3 —O2. ADMIX.] TOTAL LOAD M OL OZ STRENGTH, TYPE P. S. I. 1 BREAK* $L{-31 usdare O -C-617 sulfur cap �k C-1231 pad rap ;RL -'C-39 cylinder 0 - �C-42 cores 0 -'C-1019 a7R] gmut 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOO/!J_ Air Meter CCOA100_0 - CC000001 )K- CCOCODD2 BIW tA.NfRETE2-HIGH_1LOW_ « DESIGN STRENGTH "L�P3/ ANO wmAL CURING TEMP. NOT RECORDED PER I O.I.2 PLACEMENT AREA BNOTES /SGJ,*r- RLE 34MPLE01 MD -31 EF RES]LTSAPPI.Y ONE TO THE ITEMS INTESTEDTE05 REPORT SHALL NOT REPRODUCED E%CEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 COPIESTO: L INSPECTOR(S), NAME(S) r5J INSPECTOR SIGNATU SIGNED BY i�3� CASCADE TESTING LABORATORY. INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.V„ASHINGTON 9803•(125) 823 9800 EVERETT (125) 259-0817 • COMPRESSION REPORT CLIENTLa4VL25WMe 42VA L7Y th'MEY ADDRESS: Z/1!8 L 6IN AV6V//E WEA CITY, STATE, ZIp,. LYAWMW WA 9tWr. SOURCE/SUPPUER44P&M — AM60L CEMENTTYPE SET3OF,—;- CUBICYAADS PLACEDAr�ZOF�_ Sampled as per ASTM C-172 TRUCK #Z4.4 TICKET NO. 7-4/OL MIX NO./04040 TIMESLUMP NO. DZ—� 4AIR UNrTNT-SF YIELD jjMMPERAUU i 'O CONTRACTOR I 511 CONC. AIIRR rjjr ASTM C 143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET—OF— CUBIC YARDS PLACED OF Sampled as per ASTM C-172 TRUCK TY TICKET NO. MIX NO. SEE REPORT NO.�S NO RT 69026 DATE PA NO. DZ—� 'p/3 /L,/—WVZV—�I�hV/UA1.J LOCATION /Zj Ah/ BLDG. PERMIT NO. OWNER WEATHER Q Af TEMP A.M. @ PK ENGINEER C-6 SAWNBS ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT 7 -SO FLY ASH C.AGG. CAGG. WATER TOTAL Iy... M,. WEIGHTS f0R — CY CEMENT 8.9 349' FLY ASH C.AGG. C.AGG. FINEAG4jS 47M5 w WATER m•906AL , 5 TOTAL ISS -/aa TIME SLUMP Y.AIR UNRN'T-SF I YIELD TEMPERATURE 7QA9)Li�� 47� OZ. AdFIDCi OZ CONC. AIR ADM)(2 OZ ADMIX1 OZ ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1061 ADMIX I OZ ADMIX 3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN, TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK* 511 cwt L!-ZO 7 zXg 31/y2 3 9 Scs 4., vV40 -7 51 Z- LS -75 ► 16-11 .5-11 iPrZC-31 cast/cure O -0-617 sulfur cap >C-1231 pad cap Vk- 'C-39 cylinder O -'C-42 cores 0 -'C-1019 cmu gnwt 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOf Air Meter CCOA 100_0 - CC00000I X-CC000002 VdTtk OURETEW HnH—ADI" DESIGN STRENGTH •40AQ#°31 INnW CURING TEMP. NOT RKORDED PER 10 1.2 PLACEMENT AREA & NOTES Z74Y-A Ic - PULE ZWPLEV [ Na / Z RESULTS APPLY ONE TO THE ITEMS �74V` "��r A. //'II'eP9Vo �K, INTESTEDTHIS REPORT &HALL NOT INSPECTOR(S). NAMES) PRINTED CED EXCEPT IN FULL WITHOUT op 0 E NmnTFN APPROVAL OF CASCADE INSPECTOR SIGNATU TESTING LAB ORATORY. IN C. REVISED 12M SIGNED BY CONESTO: CASCADETESTING LABORATORY. INC. TESTING INSPECTION 1 12919 N.E. 116TH PUCE KIRKLAND,WASHINGTON 98031 (125) 823-9800 EVERETT (125) 259-0817 • COMPRESSION REPORT CLIENT: LANG3•VECJK dZ14J%Y f ZME5 ADDRESS:Z//J$ iil AVENUE Wjl� CITY,STATEZIP.L.YMVki0W i'A- 7a= SOURCEISUPPLIERCiAgg4M'= AdMiRae CEMENTTYPE 5 SET I OF 4&cu82C YARDS PLACEOy % OF 4 Sampled as per ASTM C-172 TRUCK #ZJ TICKET NOZ9/a3 MIX NO. /d4odW TIMESLUMP ACTUAL BATCH CY WEIGHTS FOR XNR UNTWT-SF YIELD TEMPERATURE JZ'� FLY ASH FLY ASH C.AGG. ; i� S�,C, CAGG. 1974S 3196 3.16 FINEAGG. coNICF aR ASTMC-143 ASTM C-231 ASTM C 138 ASTM 0.138 ASTM C-1061 SET—OF— CUBIC YARDS PLACEDOF Sampled as per ASTM C-172 T011ry N TTrIrpT mr1 MIY Nr1 SEE FIELD REPORT c n r� REPORT NO. 606A3 NO. 6 9 0 2 7 ACTUAL BATCH WEIGHTS FOR ACTUAL BATCH CY WEIGHTS FOR 7 CY CEMENT ERR _ FLY ASH FLY ASH C.AGG. C.AGG. i� S�,C, ACTUAL BATCH WEIGHTS FOR ACTUAL BATCH CY WEIGHTS FOR 7 CY CEMENT 9,o CEMENTS _ FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. CAGG. 1974S 3196 3.16 FINEAGG. L1O5 FINE AGG. WATER $9� •3p WATER TOTAL �, TOTAL TIME I SLUMP XAIR I UNRWT, SF YIELD TEMPERATURE I ALWA.I 47M OZ �D - ��� OZ CONIC. AIR ADMDC2 OZ ADMDL2 OZ ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1061 ADMDL3 OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL LOAD STRENGTH. P.S.I. TYPE BREA0 5/ IbAWL - ZO 7 L x 4 3, / y'' z Yo . S O -7515 5-/1 za 75/!0 5-11 Z45 9: C-31 cast/cure O -C-617 sulfur cap `9. C-1231 pad cap f4:,'C-39 cylinder O -'C-42 corns f1- •C-1019 cmu grout 0'C-109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDOOL!ff_ Air Meter CCOA 100_1'1- CC000001 X,_CC000002 NmAL CURE TEMP HIGH_ILOW d DESIGN STRENGTH X90 ill fiLIN(T A. CURINGTEMP,NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES Z& 4X IIL • AW PZAE S I; Ne J 7 KESULTS APPLY ONE TO THE ITEMS IN TESTFD.THIS REPORT SHALL Nat INSPECTOR(S), NAME(S) PRINTED .��� A , TW4611A�{/ ✓,Q. REPRODUCED D(CEPT IN FULLWITHOUT TME WRTTTEN APPROVAL OF CASCADE INSPECTOR SIGNATU TESTING LABORATORY. INC. REVISED 121)7 SIGNED BY COPIFSTO: CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 (125) 823-9800 EVERETT (115) 259-0817 • COMPRESSION REPORT CLIENT: LAV*0JD23&r— (21y ADDRESS:u/M 66-771A AVL3VU� WAY SOURCE/SUPPLIER64QKW —AWAX CEMENTTYPE: 4& SETS OF S CUBICYARDS HPLED - & OF_!!2E Sampled as per ASTM C-172 TRUCK #.Z'f' TICKET NO. Z9/D5 MIX NO. /AD -W>999 TIME I SLUMP %AIR UNrTWT sF YIELD TEMPERATURE AREA SQ. IN. C.AGG. ENGINEER en 6 t! g/ -w TYPE BREAK' C.AGG. faD' j$• CONC. AIR r ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C 1061 SET—OF— CUBIC YARDS PLACED OF_ Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO, SEE FIELD RE REPORT NO. 6b6/t5 NO. RT 69028 i. 1/ - 10=0-61717W J RYASH FLY ASH AREA SQ. IN. C.AGG. ENGINEER en 6 t! g/ -w ACTUALBATCH ACTUAL BATCH WEIGHTS FOR CY WEIGHTS FOR, CY CEMENT 17.40 CEMENT 46zllz RYASH FLY ASH AREA SQ. IN. C.AGG. C.AGG. TYPE BREAK' C.AGG. C.AGG. — ZD FINEAGZ3 Z(p$ FINEAGW /5423 WATER 59I -so a. WATER .%d TOTAL U36 -301A TOTAL 7� ybptluT� Std TIME SLUMP %AIR UNTTWT, SF YIELD TEMPERATURE AD OZ ADMUCI OZ CONC. AIR ADMIX -1 OZ ADMDL2 OZ ASTM C•113 ASTM C-231 ASTM C•138 ASTM C-138 ASTM C-1061 ADfIX3 OZ ADMIX3 OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SfT� AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' 5)7 t3a4u� — ZD 7 Z x4 / y z co 3 «o 75 tS-ll ZS 77519 115'-11 zs -- ,%,C-31 cast/cum O -0-617 uftr tap %�L- C-1231 pad cap 1�6C-39 cylinder O - •C42 cores O -'C-1019 cmu grout 0'C-109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00[/e- Air Meter CCOAI00_O - CC000001 XCC000002 INmA2 CURE TOM HIGH-`Lov — DESIGN STRENGTHAVZ22XA-75/ •-INITIAL CURING TEMP. NOT RECOROiD PER 10 1.2 PLACEMENT AREA & NOTES `df FMK • PILE 'LPA' Na /Z 1 .ray, i,i�i . .J! . rri . I! • F7757. T RESULTS APPLY ONE TO THE ITEMS N TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED, A Ti 1011M AS/ JR. REPRODUCED EXCEPT IN FULL WITHOLIT TME WRRTEN APPROVAL OF CASCADE INSPECTOR SIGNATU TESTING LABORATORY. INC. REVISED 17107 SIGNED BY COPIESTO: L- gb�nS Y/t/ CASCADE TESTING LABORATORY, INC. TESTING &INSPECTIONCTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823-9800 EVERETT R1=CMvrDS� Y • COMPRESSION REPORT MAY 18 20D91� L�-i/ ���, ii ,. ELOPMEW SERVICES CTR. CLIENT: /a/lflt'3 CITY OF EDMONDS ADDRESSZ///S ISN AlG('.JE 02MM' CITY,sTATE.zIP:4MWWZW WA. 98036 ATTN: SOURCEISUPPLIER 'i6377LE CEMENT TYPE: T Jr SET % OF I CUBICYARDS PLACED 6 OF G Sampled as per ASTM C-172 TRUCK#Z6-5 TICKET NO. TOZ47S. MIX NO. /041XlO TIME SLUMP YAR UNTTWT SF YIELD TEMPERATURE :s �W� I STRENGTH, P.S.I. 'AF CJI /'" A51 75(05 38" L4-ZI 7 Z -X4 3,14"-O coNcF aR'f ASTM C-143 ASTM C.231 ASTM C-138 AAM C.138 ASTM C.1064 SET—OF— CUBIC YARDS PLACED OF- Sampled as; per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I %AIR I UNITWT.SF YIELD TEMPERATURE .� TOTAL LOAD STRENGTH, P.S.I. 'AF CJI /'" A51 75(05 CONC. AIR SEE FI REPORRTDNO. D167 NO. REPORT 6 9 0 2 9 RZ SAMPLE NUMBER DATE MADE 01 •1 PON, i% -- f7ll-1WA2;USII / R SIZE .� TOTAL LOAD STRENGTH, P.S.I. 'AF CJI /'" A51 CEMENT FLY ASH C AGG. C.AGG E7ACTUALBATCM6 _ CY WEIGHTS FOR _ CY Ldn CEMENT I G 7r FINEAW /3�8 WATER TOTAL dim ZBzmp Na d 96th an ADMIX — FLY ASH C.AGG. C.AGG. FINEACjW /4 WATER . e. TOTAL Oz ADFM7--OZ &0 7/66a OZ ADMIX 2 Oz ADMIX OZ ADMIX OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK' 75(05 t AI&L L4-ZI 7 Z -X4 3,14"-O yo&[o X5106 rs /Z as X5(01 5-12- t 2n S400 A -C-31 cast/cure O -C-617 sulfur tap )%,–C-1231 pad cap 9+'C-39 cylinder O - 4C42 cores 0 - *C-1019 anu grout 0'C-109 cubes CastadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00 / Air Meter CCOAI00_0 - CC000001 V CC000002 ���1N(((ITA. CURE TEMP. HIGH_AON_w DESIGN STRENGTH iPs/ 0_INITIAL CURING TEMP, NOT RECORDED PER 10, 1.2 PLACEMENT AREA & NOTES P/LP PLED - No - Ss FF LAM3 'RZ5 444- N� 38 No 54 EYP- HAW -AN 42W1"4,F, -YAZ - 745A&4aa NGd75e AA0 cO OJT SOE6Y htcLi�plP11 sf W P AL& 5:56&AI -7 jFRFSULTS AFPLY ONE TO THE ITEMS IN TESTEDTHIS REPORT SMALL NOT REPRODUCED EXCEPT IN FVLLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC REVISED 12107 COPiESTO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY S/�S" CASCADE TESTING LABORATORY. INC. TESTING 8 INSPECTION KMKLWO.W/3MINGTON{tlH I.lf) {l].{(00 hVFNFTT I.11) JSfO\IT FIELD REPORT CR3CC�lOQ9� TD L.dllfOsvEex 67l,/AL/19 MGYl3JES z!!!s 6dwW AYbNur AE -79" PR 6 200 n TME. LYNNW" WA. ?Wg� Gn' OF EDMI ATTN. PREVIOUS REPORT Na. 60642 DATE )JWAd!!S/ CERT. NO. s Av z _ PROJECT �f1 �L.LYIKf� CATION AAp= fI �fI/I lty BLDG. PERMIT NO. OWNER ZLnpy6.s :IWEATHER TEMP AT AM a/j9Ed,A- AT PM ENGINEER CA A9VdVNj8= ARCHITECT ARHITE�= ve4&# rQ'T CONTRACTOR M4aewPL4 " "c/1"I i4 /%�// � ice.! ' !1' i�%%; '%" � ♦ / r ��i ,� .G !. .//- ... ,%- � > _ :►moi . i_i :.wi; _/�; (: 14 r V 71MPJJV TU9�,4k1 7TM�n/T-S,,S6�,c{ • N RESULTS APPLY ONLY TO SHE SHALL NOT HE BEREIN TESTED TNIE REPORT ULLNOT BE REPRODUCED EXPERT L FULL CADS OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC RZEASED NO} 5172 jK.. 7M: A INSPECTOR(S). NAMEIS) PRINTED �Y(�/� Y� INSPECTOR SIGNATURE SIGNED BY COPIES TO: 71MPJJV TU9�,4k1 7TM�n/T-S,,S6�,c{ • N RESULTS APPLY ONLY TO SHE SHALL NOT HE BEREIN TESTED TNIE REPORT ULLNOT BE REPRODUCED EXPERT L FULL CADS OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC RZEASED NO} 5172 jK.. 7M: A INSPECTOR(S). NAMEIS) PRINTED �Y(�/� Y� INSPECTOR SIGNATURE SIGNED BY COPIES TO: P. 1 OF TI CASCADE TESTING LABORATORY, INC. DE 3569 TESTING INSPECTION NO. 13919 N.E. 124TH 9LACE KIRKLAND. WASHINGTON 98034 (425) 823-9800 EVERETT (425)259.0817 DATE ,QUO ri CERT. NO. DENSITY FIELD REPORT c t v ol- a £ PRalecr TO: LLT -l< QuaV Lg ldv.-.,. E k e on a b �• I $' L< 1, *" $v t_ LLi LOCATION �..+..nworSdP Wa. `18ca(�1.21dLYL.(,.ds BLDG. PERMIT NO, OWNER WEATHER pPt TEMP. ATM: AT A.M.. 47 SAMPLE DESCRIPTIONISOURCE ENGINEER u PLACEMENT AREA ARCHITECT A%, 3zn, f METHOD CONTRACTOR ASTM D -29M SOIL lam D -29M ASIIHALT O BZlAPMBR USED I. D. Tro2cNti-- :.a v90 NuaTARDBISOMETER $1Nt a 7's.S 9 # DBCRIPRDN DP LOCATION wmaz ELEVATION IN iFCT WET DENSITY, MOISTURE eoKMT, DENSY, E,"MOISTURE, VALUE, OPTIMUM rnw4ETZOO, Pa % P0= Pa % 1 sa a /�ctia;ol,S 6Eliw 1 �L,�i37.3 I q!. 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TESTING i INSPECTION 1]�1•Nf I]ATN .LACE KIRRINID WASWNGTON 9MM f.]S).]1..00 EViR6lT fa3) ]HA.I) A�E�� ffZyyFIELLD R/EEPO/�yR�MTE5 Z///Z 667N AV"llE WHEN' ZYNN)vwD MIA . 98b310 poo / Z 3 4 THE FOLLOWING WAS NOTED: PRGV.Ows RDPORT Na NP 60641 DATE CERT. NO ?A IL rnmc PROJECT /Z/ MN_ PJ 4ONWS LOCATIO BLDG. PERMIT NO. ZQD8011::�.s OWNER WEATHER TEMP. AT AM p AT PM ENGINEER G . G FL�V6/N69:T ARCHITECT A= 4&4ff= CON �E�� �/�/��� G,i�C/I ►F3L !YR IZYZ y l L..�G�SA �•9 �� r'��I Ir1 ] —N67 7AF40C 7rAU- Ab'Clor. C.7. rnmc ,AIV Map H?O 77A41E ' ne m JKLE PILE twig -An . 375 ZZ774 9 1 1/4 k5 Sac. C -M 9:16 N.Zb 1io26 A64Z &Z Z.GZZmaz 9 tB 11.4 qpm- 9'15 11:00 /deo Nit &3 A6 312 s/f)4 4 Z7 11.:4 b4L. 11 -`4Z 1:14 A-5 A165 A / N. I Z6Z cwt 9 3� 1/.3 CAL t : I5 , :on & s/y N•3/f No 8 % 2Z TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SMALL NOT • BE REPRODUCED E]OEOI IM GULL WITH- OUT THE WRITTENN APPROVAL OF CASCADE TESTING LABORATORY. INC REVISED I.@ COPIES TO: INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNED By CATESTING L..460 RATO RY. INC. TESTINGING & 8 INSPECTION I1111 A. II.TN V[ACf I KMKWiD.WASMNGTON ..ON (.l.) .]....M FIELD REPORT TO'Ld4A4aWAWr_ 4MI4 U7 HDL= Z///a STA AV&VLI- Pv=- LY/VNWA9D WA • TWS4 . ATTN: THE FOLLOWING WAS NOTED: PREVKDUB REPORT Ni NP 60640 D)pATpry� NO. �•����� CT..4EL��/ /yy/CERRTT. 4 a?V2251 LOCATIO s BLDG. PERMIT NO. OWNER Z2190 -9-G3 W�EEA�T�HEER�R��pp TEMP AT AM �(�.y_ . AT PM ENGINEER GL: aUdINFECY A�RC,HITTEECT [...p��� (.i9& / /wfi11 //6AJ CONTRACTOR Me -OM L NW P11 Aes ZEW&CIRAVEl v% ,�►,. le". wadi¢ mg mwr Iva A=, OZ.&1 zsfm4 9 Ot44 /L1w Il/mL ZZ&4L Ro,18 No/8 No Z-1No ZZ L CZ7Z Z8171 9 to 12154 Zi.95. //.yam 644L, #- 35 No 35 X 71 --- ---�re7air/�]�i,�rar.r�wn�zaw�sa7�7�!L'�.JA1/�7i�✓!=� TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SMALL NOT INSPECTOR • BE REPRODUCED N AEXCEPTPPROVAL L LULL WITH. OUTTES THE L WRITTEN ARPROVAI OL CASCADE TESTING LABORATORY, INC. INSPECTOR REVISED m SIGNED BY COPIES TO. S' '11t ® CASCADE TESTING LABORATORY, INC. TESTING 8 INSPECTION 13111 N E. I }.TM RACE AakKIRKU D.w H,JGTON..pin (n}S) •lLRPO IV4WRiTf (nasi ]fn0aa FIELD REPORT TO: LAQNLOVEEK 4SVh4U7Y N213,�:5 L///S 1-67ff AVFJV//E 4L/FS7"" LYNNW5WV WA 4 &Cddf, ATTN. APR 2 u 2009 PRBVIp�1y� 6 0 6 4 411 RCP,,4( DING DEPARTMENT No DATE 10 CERT. NO. 040L — L4 E PROJECT IV MM71ET iflayaw/iMM5 LOCATION BLDG. PERMIT NO. OWNER /W�E/A/TH�ER���- 6iQwd o43 TEMP AT AM AT PM ENUINEER G G EN6/NEQ.-T ARRC�HITTEE�CT�� /zcffwzw= CONTR/A�CT�TOyRA�r�� f.R/1►JG{.LI NIY P/LGU6 L r� z .5 5 6 7 • SERS N TESTED APPLY RAPT TO SNF ITEY6 •T� HEREIN TESTED TNIS EXCEPT IN FULL NOi INSPECTOR(S). NAMES) PRINTED /LYE E BE REPRODUCED E]LEPT L FULL CADS TOUTES THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY INC INSPECTOR SIGNATURE REMED IM I SIGNED BY COPIES TO 7Nv G7 GP,. 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NO>. j� 4.Nr,TJ1—ZZ7 QL PROJECT [Z1 SIN-W–e4VAYA1N1//M3 ♦IA LOCATION l—V%l10ErAiWAE M /F�� BLDG. PERMIT NO. OWNER WEATHER L/\FETQLL�/IAV`T TEMP AT AM 3z4 AT PM ENGINEER G G F:I1lx/N�eS ATRCH�ITTECCTT�� CONTRACTOR 1Y4l.'2' WjG / NAY PIING• 10-.*V>a No 7 Y09Vo aFN7bfG4,I MD FiGe7N z 7 Ude No Br¢' ucy. Z9o3* 4 Glae, 9 7)A1F 1AI a:oi 77ME ll 9.57 All 1420 16.7 WAM Pae W6^- No 74 jilml r61e [trio • No 7g No 73 N•7z crul I III 3%zl 3z4 Z7z vyaIl 9 /a 9:Sa 11:08 .6 13"4411 N.53 AII &67 3 zfv 1 E 9 7-7 11:5E 1Z:gq 6.4 40601 No6`1' V6 N. Nebj 3 Zx• Z7Z ou t $�%Z pep 1:40 1A.Z �6A1+ o NoGb 3 Lx n� uv r.�saau n.�reaa-- ar�gx, TEST RESULT! APPLY ONLY TO THE ITEMS • HEREIN TESTED THIS REPORT SHALL NOT BE REPRWill EXCEPT APPROVAL FULL WITN Wi THE WRITTEN Y.INCOF CASCADE TESTING IABORATOPY, INC RENIa lim COPIES TO INSPECTOR(S), NAME(S) INSPECTOR SIGNED BY �'- 1-4 CASCADETESTING LABORATORY, INC. TESTING IL INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 1425) 823-9800 EVERETT (125) 259-0817 COMPRESSION REPORT CUENT:LAWVM 6dQ�.G WY �4 dSS ADDRESS: ZIIIS "!Ir JQWVZ&=. MOT cITY. sTATE, zP ZYNNAMP M 984.36 SOURCE/SUPPUER4C,4~ — MdVArAE CEMENTTYPF-- I— SETZ OFZ CUBIC YARDS PLACEDL�OF�� Sampled as per ASTM C-172 TRUCK #Z7L TICKET NO.Z"7/ MIX NO.I040'4G TUNE SLUMP %AIR UNITWT..SF YIELD TEMPERATURE PERATURE TLi /D . I I s % CONI? AIR ASTM C-113 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C.1061 SET—OF— CUBIC YARDS PLACED Of Sampled as per ASTM C.172 TRUCK # TICKET NO. MIX NO, TIME SLUMP I %AIR I UNIT WT..SF 17�TEMP5!7CC! / ' =•moi ::.. , ii...� SEE FIELD REPORT O.�'� NO. ORT 69004 IL ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR S CY WEIGHTS FOR 9 CY CEMENT CEMENT alp, -58 FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. C.AGG. HNEAG& Wffi , RNEAGG. /gORn WATER 06&, WATER TOTAL /, 3/ Z8.3D I6 - T�OTTA�Lp�,�� S7.3T� 1ri�— 'tT4 OZ IALkiX-T ^�`" 4�A OZ ASTMC-143 ASTM C-231 ASTM C 138 ASTM C.138 ASTM C -ION ADMIX OZ ADMIX3 OZ OZ ADFIIX3 Aa,C-31 astimm O -0-617 sulfur cap ;gL-- C-1231 pad cap 'C-39 cylinder D -'C-42 cores O -'C-1019 cm ut 0.0109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOAI00 0000011[l L000002 INITIAL CURE TEMP HIGH_AON_> JIDESIGN STRENGTH -IHITIAL CURING TEMP. NOT RECORDED PER 10.13 PLACEMENT AREA & NOTES A8 G -Z AUC . t7L E—'X1WLFP- /V, 35 . A&Z3 7N1-%A0W X 35 . PEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN RILL WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 13117 COPIESTO: _4 Ez� y� INSPECTOR(S), NAME(S) PRINTED INSPECTOR BY / ' =•moi ::.. , ii...� ACTUAL BATCH ACTUAL BATCH WEIGHTS FOR S CY WEIGHTS FOR 9 CY CEMENT CEMENT alp, -58 FLY ASH FLY ASH C.AGG. C.AGG. C.AGG. C.AGG. HNEAG& Wffi , RNEAGG. /gORn WATER 06&, WATER TOTAL /, 3/ Z8.3D I6 - T�OTTA�Lp�,�� S7.3T� 1ri�— 'tT4 OZ IALkiX-T ^�`" 4�A OZ ASTMC-143 ASTM C-231 ASTM C 138 ASTM C.138 ASTM C -ION ADMIX OZ ADMIX3 OZ OZ ADFIIX3 Aa,C-31 astimm O -0-617 sulfur cap ;gL-- C-1231 pad cap 'C-39 cylinder D -'C-42 cores O -'C-1019 cm ut 0.0109 cubes CasadeTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHD00_Air Meter CCOAI00 0000011[l L000002 INITIAL CURE TEMP HIGH_AON_> JIDESIGN STRENGTH -IHITIAL CURING TEMP. NOT RECORDED PER 10.13 PLACEMENT AREA & NOTES A8 G -Z AUC . t7L E—'X1WLFP- /V, 35 . A&Z3 7N1-%A0W X 35 . PEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN RILL WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 13117 COPIESTO: _4 Ez� y� INSPECTOR(S), NAME(S) PRINTED INSPECTOR BY CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98031 (425) 823 98W EVERETT (425) 259-0817 COMPRESSION REPORT CLIENT: Lj4W.TVr2 C 6%b44/77 li42= S ADDRESS: - ZIlIS 666 JVI V&E J/ My - CITY. L1 CITY, STATE, ZIP.V4+V UD I A VSO�O ATTN: SOURCEISUPPLIERCAAMW—/OG1Y3wE CEMENTTYPE: i SET/ OFA cum YARDS PLACED_T�oF /$. Sampled as per ASTM C-172 TRUCK 4nZ61 TICKET NOL875R- MIX NO.l0404�o TIMESLUMP XMR UNITWT,SF YIELD TEMPERATURE Wo ro I PRO ECT c TYPE "BREAK' -73'Jg rc,A97JL_ coNLP ASTM C-143 ASTM C-231 ASTM C-138 ASTM C-138 ASTM C-1064 SET—OF— CUBICYARDS PLACED OF Sampled as per ASTM C-172 TRUCK # TICKET NO. MIX NO. TIME SLUMP I 7W0. I UNRWT-SF I YIELD TEMPERATURE PRO ECT STRENGTH, P.S.I. TYPE "BREAK' -73'Jg rc,A97JL_ CONC. AIR SE REEPORRT NO. �¢I� NO. REPORT 69002 DATE CERT. NO. DATE TESTED AGE DAYS O Z r p Zi{ V PRO ECT STRENGTH, P.S.I. TYPE "BREAK' -73'Jg rc,A97JL_ LOCATION L/ .SUN AMME R. BLDG. PERMIT NO. OWNER 3 WEATHE TEMP A.M. i�irde @ P.M. ENGINEER G 4 FeVE1'1VAEMS 73 yo ARCH .4&f/meom 5--(/ z8 CONTRACTOR M ACTUALBATCH WEIGHTS FOR �_ CY CEMENT 47'e6 FLY ASH C.AGG C.AGG. I ACTUAL BATCH WEIGHTS FOR CY CEMENT $470 FLY ASH C.AGG. C.AGG. FINEAM ZfoS. FINEAG&S WATER WATER =.67. TOTAL /28 TOTAL SM&Z . 67 Acp=arVL 479Qjacaea- OL Ad91C I Oi ADHIX2 02 ADHIX2 Oz' ASTMC-143 ASTM C-231 ASTM C.138 ASTM C-138 ASTM C-1061 ADMIX -3 OZ ADHIX3 SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN TOTAL LOAD STRENGTH, P.S.I. TYPE "BREAK' -73'Jg rc,A97JL_ z/- 13 7 Z. 4 3.1 Z' ! 7 G 6-,v •z8 73 yo 5--(/ z8 1K -C-31 cast/cure 0 C-617 suNur pP 8 C-1231 pad aD }'C-39 cylinder O - 'C 42 cores O -'C-1019 cmu g out 0 •C -I D9 cubes Casc2deTesting Equipment Identification: Stump Cone CSLC000_ Thermometer CCTHDDO_Air Meter CCOAI00 C/ COCDD01 �C000002 V WTAL CURETDHIGH_RDESIGN STRENG PSPv w �m wAL cuR3Hc TEMP NOT REcoaDFD PER Io.I s PLACEMENT AREA & NOTES PMAE Nb' /a -SQWL`n )""/LFT -Ma &w. /N.. as No Ls TEST RESULTS APPLY ONE TO THE rrEMS HEREINTESTEOTHLS REPORT $HALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTENAPPRO+AL OF CASCADE TESTING LABORATORY. INC. REVISED 12107 COPIESTO INSPECTOR( INSPECTOR SIGNED BY _ 'tic. 18913 0 0 CITY OF EDMONDS Rt STH AVENUE NORTH • EDMONDS. WA 96020 • (025) 771-0220 • FAX (425) 771-0221 WebrWe: VAV aedmondSwa.u5 DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering December 15, 2009 John Thoresen Sunset 100, LP 1611872 Id Ave W Edmonds, WA 98026 RE: Request for Building Code Interpretation 121, 123, 125 Sunset Ave N Dear Mr. Thoresen, GARY HAAKENSON MAYOR MICROFILM 11VC- tp(N67 $7>tt. ~3 CIS C0PV This letter is in response to a letter from architect Brian Corbett, dated April 7, 2009, received by the City on December 2, 2009. Based on his letter it is our understanding that the subject exterior stairway and landing will only be located between the north and middle buildings (Buildings B & C on the approved plans), specifically between 123 and 125 Sunset Ave N. As noted in previous City letter dated April 2, 2009, we have read the report and have determined that the engineer has adequately justified that the proposed exterior stairway landing area between the two buildings can be considered pedestrian walkways as set forth in IBC 3104 to address fire separation issues. Based on the architect's letter it is our understanding that the landing and stair will be self-supporting with no attachment to either building in order to utilize exception 2 to IBC 3104.2. This will be confirmed during review of the revised architectural plans and shop drawings (shop drawings must contain the shop drawing review stamped approved by the structural engineer of record). Please submit 3 sets of revised architectural plans and shop drawings reflecting the stairway/landing changes. Also, we are still awaiting revised architectural plans in response to Plan Review Comments dated April 17, 2009 (copy enclosed). This was due to the changes made to the parking garage area. Please include these changes in the revised architectural plans to he submitted to the City for review. Sincerely, WL Ann Bullis, CBO Building Official Incorporated August 11, 1890 Sister City - Hekinan, Japan l �y ov E04f Rvy O O F,r. ie90 0 City of Edmonds PLAN REVIEW COMMENTS BLUDING DIVISION (425) 771-0220 DATE: April 17, 2009 TO: Duane Landsverk duane@lqh-inc.com FROM: Ann Bullis, Building Official RE: Revision to Permits 2008 0463, 2008-0464, 2008-0465 Project: Sunset Condominiums — Architectural Revision to Lower Floor Project Address: 121, 123, 125 Sunset Ave N During review of the revised architectural plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to a Permit Coordinator. 1. Revised Sheet A -I shows a reference to detail 10/A -I at the northeast corner of the building which could not be found. Please provide the detail on the plan. 2. Submit revised Sheet A-0 showing the revised floor area for the lower floor. cc: Brian Corbett via email: r brianOmsn.com ;AEGIS• • .�T�ao�_�� ENGINEERING 6725162n°PIsw Lynnwood, WA 98037 www.Aeg,sEngineering.com (425) 745-4700 fax (206) 801.5797 March 24, 2009 Mr. John Thoresen MAR 14 2009 Sunset 100 LP "'j"O'NG 6EPAHTMc tjr 16118 72nd Ave W. Cr" OF EOMONDi Edmonds, WA 98026 SUNSET PROJECT - EDMONDS EXTERIOR STAIR CONDITION Dear Mr. Thoresen: Aegis Engineering has been retained by Sunset 100 LP to evaluate exterior stairs located between buildings at the Sunset Project in Edmonds, at 121, 123, and 125 Sunset Ave N. We understand this project is subject to the 2006 International Building Code (IBC) as adopted and amended by the State Of Washington and enforced by the City of Edmonds. BACK The Sunset Project consists of three Type VB Group R-3 structures situated atop a Type I underground parkin 3 -hour fire -resistance -rated construction.aThe Project rated in sdequipped with Section ut with by approved automatic sprinkler system. throughout with an Each Group R building is separated b y 6 feet. An assumed Property line between the buildings such that the fie separation distance varies from less than 5 feet to greater than 5 feet to accommodate exterior window and door openings extended walls are 1 -hour fire -resistance rated from both sides in accordance with IBC Section 704.5. P 9 Exterior The Group R-3 structures are two -stories, with up to 2 dwelling units; one dwelling unit on the main floor and a second dwelling unit on the upper and egress access for each unit is from the east in accordance with Iteof IBC Section 1019.2. Primary ingress An additional stair is proposed within the 6 -foot space between the north and central buildings to serve the two upper dwelling units. This supplemental stair and landing would be of noncombustible construction. No openings are proposed Fire Protection • Building Code Consult • Design • Engineer SUNSET 100 LP 0 0 Page 2 SUNSET PROJECT — EDMONDS March 24, 2009 EXTERIOR STAIR CONDITION beneath the stair element, or facing the stair other than for access from units served by the stair. EVALUATION Aegis Engineering has evaluated the proposed conditions at the Sunset Project with regard to applicable provisions of the IBC. BUILDING AREA The code generally seeks to limit the magnitude of potential conflagrations through compartmentalization and regulating the size of buildings. However, at the Sunset Project, the individual buildings are classified as Group R-3 buildings, which are permitted to have an unlimited area. This suggests that the code recognizes an inherently low level of risk to be associated with Group R-3 construction. If multiple Group R-3 buildings at the Sunset Project were considered together as Group R-2, the actual area of the two subject adjacent buildings could be considered portions of a single building in accordance with IBC Section 503.1.2. As the code would permit two buildings to be connected and enclosed by combustible construction if classed as Group R-2, the separation and openness provided between the Group R-3 buildings with 1 -hour exterior walls and a noncombustible exterior stairway should be considered to maintain the level of safety anticipated with the provisions of IBC Section 503.1.2. EXTERIOR PROJECTION In order to limit the potential for lateral fire spread between buildings, the code regulates projections extending from a building. Section 704.2 permits projections to extend (1) one-third the distance to the lot line where protected openings are required, or (2) up to twelve inches into areas where openings are prohibited. Based on Footnote C to IBC Table 704.8, unprotected openings are permitted with a fire separation distance of more than 3 feet at the Sunset Project. Therefore, where the exterior stairway element between the buildings is attached to only one building, it may be considered as a projection of that building. In accordance with the provisions of IBC Section 704.2, it is permitted to extend up to 12 inches into the area where openings are prohibited. Based on a 3 -foot fire separation distance where openings are prohibited, and assuming the imaginary property line between the two buildings is located nearly at the SUNSET 100 LP 0 0 Page 3 SUNSET PROJECT— EDMONDS March 24, 2009 EXTERIOR STAIR CONDITION face of the adjacent building, the stairway should be permitted to extend up to 2 feet from the face of the adjacent building. As illustrated in Figure 1 below, the 3 -foot — 6 -inch wide exterior stair shown in the October 7, 2008 architectural plans by R. Corbett Architects and 2 -foot minimum separation distance prescribed by code to the assumed property line can be accommodated in the 6 -foot separation distance between the buildings. FIGURE 1: SUBJECT GROUP R3 BUILDING (RED) WITH PROJECTING EXTERIOR STAIRWAY (GREEN) WITH MINIMUM 2 FEET SEPARATION TO ASSUMED PROPERTY LINE AT ADJACENT BUILDING (BLUE) SUNSET 100 LP 0 0 Page 4 SUNSET PROJECT — EDMONDS March 24, 2009 EXTERIOR STAIR CONDITION PEDESTRIAN WALKWAY While code provisions for projections generally seek to maintain a space between elements extending from one building toward a separate building, IBC Section 3104 describes conditions for which a pedestrian walkway is permitted to link separate buildings. Figure 2 below illustrates how the upper landing of the stair can link both upper dwelling units to the supplemental stair, functioning as a pedestrian walkway. FIGURE 2: GROUP R-3 BUILDING (RED) WITH PEDESTRIAN WALKWAY (GREEN) THAT ALSO SERVES SEPARATE ADJACENT BUILDING (BLUE) SUNSET 100 LP 0 0 Page 5 SUNSET PROJECT— EDMONDS March 24, 2009 EXTERIOR STAIR CONDITION In order to maintain the degree of separation desired with the Sunset Project, while the exterior stair may be connected to one building, structural connection to both buildings must be avoided as described in Exception 2 to IBC Section 3104.2. As the Sunset Project residential buildings are of combustible construction, Exception 1 to IBC Section 3104.3 would permit the pedestrian walkway to also be of combustible construction. With this project, noncombustible construction is proposed for the exterior element, such that the level of safety provided is in excess of that prescribed by code. Exception 3 to Section 3104.5 does not require fire -resistance rated exterior walls where the buildings are on the same lot in accordance with IBC Section 503.1.2. Section 503.1.2 permits such buildings to be regulated as separate buildings or as portions of one building. As described in the Building Area section above, the aggregate area of the two subject buildings at the Sunset Project are within the allowable area limitations of the code. However, this project identifies an assumed property line between the buildings, and each building is regulated as a separate building in accordance with Section 503.1.2. While the applicable exception to Section 3104.5 does not require a fire -resistance rating, as these buildings are regulated as separate buildings, the exterior walls are fire - resistance rated and exterior openings are limited based on the proximity to the assumed property line in accordance with IBC Section 704.3. It can be noted in Figure 2 that opposing doors accessing the common exterior pedestrian walkway are offset in accordance with IBC Section 704.8. CONCLUSION The Sunset Project in Edmonds consists of three Group R-3 buildings atop a common garage element, in accordance with Section 509.2 of the IBC. The physical separation of the buildings, fire -resistive construction of the exterior walls, and limited openings of the exterior walls, contribute to an inherent level of fire safety between the buildings. Each Group R-3 building contains no more than 2 dwelling units and is protected throughout by approved automatic sprinkler protection. In addition to the subject exterior stairway located between the buildings, the dwelling units are provided with another exit to the east in accordance with Item 2 of IBC Section 1019.2. Based on the construction and occupancy of the Sunset Project, where connected to one building, the subject exterior stairway located between two buildings as identified on design plans dated October 7, 2008 should be considered to comply with the limitations for projections in accordance with IBC Section 704.2 as illustrated in Figure 1 above. .''1INSFT 100 LP • • Pana R SUNSET PROJECT- EDMONDS March 24, 2009 EXTERIOR STAIR CONDITION When this exterior stair element is expanded to serve two buildings, the upper landing and exterior stairway should satisfy the provisions of IBC Section 3104 as a pedestrian walkway, as described with Figure 2 above. Feel free to contact me, or to have Ms. Ann Bullis, City of Edmonds Building Official contact me directly, at 425.745.4700 or by e-mail at BrianT@AegisEngineering.com with any questions or for clarification of the information presented in this document. Brian C. Thompson; cc: Collin Madden / cmadden@triliadcap R. Brian Corbett / r_bdan@msn.com AEGIS ENGINEERING Brian C. Thompson, P.E. • 6725 162n4 Pt W Lynnwood, WA 98037 www.AegisEngineering.com (425)745-4700 fax (206) 801-5797 Summary Brian Thompson, the Principal of Aegis Engineering, is a registered professional engineer in Washington, Oregon and California. He holds a Master's Degree in Fire Protection Engineering from Worcester Polytechnic Institute and has project experience involving high-rise buildings, health care facilities, historic rehabilitation, mixed-use and industrial occupancies. Mr. Thompson entered the fire protection field over 15 years ago, and is familiar with the application of current engineering models and methodologies to evaluate unique project conditions, including complex analysis of the anticipated performance of fire protection and smoke control systems. His project responsibilities include developing design strategies for project fire protection and building code approaches, evaluation of design plans for code compliance, as well as system inspection and testing. Other fire protection engineering experience has been gained by Mr. Thompson through previous employment in Chicago and San Francisco. Other applicable experience includes firefighting, civil engineering work, site master planning, and forensic investigations. Experience Brigade Complex, Fort Lewis, WA City Heights, Femdale, WA Education Affiliations Emerald Queen Casino Fife, WA Group Health Cooperative, Seattle, WA Microsoft Office Buildings, Redmond, WA Olympic BioFuels Facility, Poulsbo, WA Plaza Center, Bellevue, WA Providence Cancer Center, Everett, WA Snoqualmie Casino Snoqualmie, WA UW Medical Center Seattle, WA Vancouver Clinic Vancouver, WA Wells Fargo Plaza, Tacoma, WA US Green Building Council, Berkeley, CA LEED-NC Technical Review (2005) Worcester Polytechnic Institute, Worcester, MA M.S., Fire Protection Engineering (2003) Marquette University, Milwaukee, WI B.S., Civil Engineering (2000) Protection Knowledge Concepts, Chicago, IL Automatic Sprinkler System Design and Water System Analysis (1998) • International Code Council (ICC), WA Fire Code Technical Advisory Group • National Fire Protection Association (NFPA), AEBO Section • Salamander Honorary Fire Protection Engineering Society, Gamma Chapter • Society of Fire Protection Engineers (SFPE), Pacific Northwest Chapter Fire Protection • Building Code Consult • Design • Engineer "``_` - • CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS. WA 98020 • (425) 771-0220 • FAX (425) 771 0221 Webvla www c, eomonas wa us 'l�lrl DEVELOPMENT SERVICES DEPARTMENT !n c 1 $9p Planning • Building • Engineering April 2, 2009 John Thoresen Sunset 100, LP 1611872 nd Ave W Edmonds, WA 98026 RE: Request for Building Code Interpretation 121, 123, 125 Sunset Ave N. Dear Mr. Thoresen, GARY HAAKENSON MAYOR This letter is in response to the report by Brian C. Thompson, PE of Aegis Engineering dated March 24, 2009 that Collin Madden submitted requesting that the proposed exterior stairway landings between buildings be considered pedestrian walkways in accordance with Section 3104 of the International Building Code. We have read the report and have determined that the engineer has adequately j Usti fied that the proposed exterior stairway landing areas between buildings can be considered pedestrian walkways as set forth IBC 3104 to address fire separation issues, however we need further clarification from the engineer regarding the following items: Location of Proposed Stairways/Landintts: Clarify in the request the specific locations of the exterior stairway(s) and landing(s). Will it be between 121 Sunset N and 123 Sunset N, and/or between 123 Sunset N and 125 Sunset N? Type B Dwelling Units: The first paragraph of Page 5 of the report states that, "In order to maintain the degree of separation desired with the Sunset Project, while the exterior stair may be connected to one building, structural connection to both buildings must be avoided as described in Exception 2 to IBC Section 3104.2. " This exception states "For the purposes of calculating the number of Type B units required by Chapter 11, structurally connected buildings and buildings with multiple wings shall he considered one .structure. " Please clarify if it is the engineer's intent of this paragraph in his report to not provide Type B dwelling units in these buildings. We caution you on the use of this exception as an exemption for providing Type B dwelling units. Compliance to the provisions of the 2006 International Building Code should not be taken as an indication of compliance with federal or • Incorporated August 11, 1890 Sister City - Hekinan, Japan 0 statutory requirements, including compliance to the Fair Housing Accessibility Guidelines. The two documents are separate and independent. We suggest that you consult with your legal counsel regarding the compliance of this plan with the Fair Housing Act amendments and the Americans with Disabilities Act. The design raises significant issues regarding compliance with these federal statutes and City approval of plans under the IBC and State building code is not an indication that the design complies with the requirements of these federal statues. Plan/Details: Provide plans and construction details showing how the requirements of Exception 2 of IBC 3104.2 will be met. Should you have any questions, please feel free to contact me at 425-771-0220. Sincerely, X— Ann Bullis, CBO Building Official Corbett ArchOcts P.S. Inc. • 1951 31st Avenue West, Seattle Washington, 98199 April 7, 2009 City of Edmonds RECEIVED Development Services Department Attn:Ann Bullis, Building Official. De -?,2009 DEVELOPMENT SERVICES Project Sunset 100, LP. Mixed use COUNTER The following letter is in response to your letter dated April 2, 2009 for the project located at 121,123,125 Sunset Avenue North. 1) The proposed shared pedestrian walkway landing and stairway is to be located between the north and middle buildings. 2) The landing will be a self supported structure on four steel tubes with the stair stringers spanning fromfrom the landing to the ground. There will not be any attachment to either building. We do understand that your approval does not determine compliance with federal fair housing act and appreciate your bringing this matter to our attention 3) As per earlier building department requests, we will be providing shop drawings for the pre -fabricated stairs and the predestrian walkway landing. Should you have any additional questions or comments please feel free to contact me through e-mail at brianna.corbettarchitects.com or by phone at (206) 283-7808. Best regards, R.Brian Corbett Corbett Architects PS Inc. CORBETT ARCHITECTS P.S. INC. 1951 31ST AVENUE. WEST SEATTLE WASHINGTON 98199 206.2837808 y° "oti Inspection Comments BLD20080463 6 - Apartment/Condo New Applied: 06/05/2008 Issued: 01/30/2009 Expires: 01/30/2012 �w. 189U Address: 121 SUNSET AVE N, EDMONDS INSPyEC,TION; 'xt'< DATE` PECTOR ACTION 1000 - E-Pre-Con 08/18/2011 J MCCONNELL CMP _ Comment: Project finaled 1001 - E-Erosion Control/Mobilization 05/19/2009 Zulauf INC Comment: tesc adequate, special inspector also apprd 1001 - E-Erosion Control/Mobilization 08/18/2011 MCCONNELL CMP Comment: Project finaled. 1013 - E -Storm Tightline 05/20/2009 MCCONNELL INC Comment: Contractor has installed CB at SW corner of property at own risk (not inspected either). City is working to extend strom system from Main Street along BNSF property (Pam project). Project design is in the works, but not yet complete. 1013 - E -Storm Tightline 05/21/2009 lambert] / INC McConnell Comment: Partial OK to Backfill 1013 - E -Storm Tightline 06/10/2009 lambert] / INC McConnell Comment: OK to Backfill 1013 - E -Storm Tightline 07/07/2009 Zulauf/Sibrel INC Comment: Ok to b/f section along south wall 1013 - E -Storm Tightline 08/18/2011 MCCONNELL CMP Comment: Project finaled. 1014 - E -Storm Connect to Stub 08/18/2011 MCCONNELL CMP Comment: Contractor installed CB at SW comer of the building and connected to storm main installed by City contract for BNSF project. 1017 - E -Footing Drain Connection 05/19/2009 MCCONNELL CMP Comment: ftg connection to new cb only at sw comer of site 1034 - E -Water Service Line 03/11/2010 LAMBERTJ CMP Comment: ok to backfill. 1036 - E -Double Check Detector Assam Vault 08/18/2011 MCCONNELL CMP Comment: Inspections performed by both Fire and Engineering. Project finaled. 1039 - E-RPBA with HotBox 08/18/2011 MCCONNELL CMP Comment: Installed and backflow reports provided to the City. 1044 - E -Driveway Form & Slope Ver. 08/18/2011 MCCONNELL CMP Comment: Project finaled. 1054 - E -Retaining Wall Drainage 08/18/2011 MCCONNELL CMP Comment: Part of building foundation. 1/9/2012 1:51:11 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 5 --. _- INSPECTION _ J4 _ DATE INSPECTOR ACTION 1060 - E-Fire/Aid Address Sign 08/18/2011 MCCONNELL CMP Comment: Approved. 1076 - E -Cross Connection Final 08/03/2011 MCCONNELL CMP Comment: Barry submitted backflow test reports provided to Linda Mc. 1077 - E -Engineering Final 04/15/2011 MCCONNELL COR Comment: Preliminary correction notice provide on site. 1077 - E -Engineering Final 04/20/2011 MCCONNELL COR Comment: Final correction notice emailed to Landsverk. 1077 - E -Engineering Final 07/27/2011 MCCONNELL COM Comment: On site meeting with Barry Martin and John Thoreson to discuss outstanding items listed on 4/15/2011 correction notice. See attachment for updated list of items. 1077 - E -Engineering Final 08/02/2011 MCCONNELL COM Comment: Spoke with Barry at front counter regarding water meter boxes. Also contacted L.McMurphy for further clarification. Okay to keep domestic meter box. Irrigation meter box (for 1' meter) to be replaced to meet City standards for plastic box with metal lid. 1077 - E -Engineering Final 08/0312011 MCCONNELL COM Comment: Spoke with Barry at front counter. Discussed installation of unistrut post & sleeve in sidewalk for 3 -hr parking sign. Provided standard detail. 1077 - E -Engineering Final 08/18/2011 MCCONNELL CMP Comment: Project finaled. 1081 - Asbuik for Civil Improvements 08/18/2011 MCCONNELL COM Comment: Barry Martin is aware of requirement and will provide asbuilts to the City. 1106 - B -Setbacks 05/12/2009 steinike INC Comment: Unable to locate back pins will try to locate by next footing Inspection. 1106 - B -Setbacks 05/13/2009 steinike CMP Comment: 1108 - B -Footings 05/12/2009 steinike INC Comment: Not Ready. 1108 - B -Footings 05/13/2009 steinike INC Comment: Locations on plan for west side. 1108 - B -Footings 06/09/2009 steinike INC Comment: Grade Beam At south Side and Wall above North Wall. 1108 - B -Footings 08/04/2009 steinike CMP Comment: 1110 - B -Foundation Wall 05121/2009 steinike INC Comment: Back Wall at BNSF side only! 1110 - B -Foundation Wall 06/03/2009 steinike INC Comment: Grade Beam on North and Sunset Ave Side Only! 1110 - B -Foundation Wall 06/09/2009 steinike INC Comment: Above North Grade Beam. 1/9/2012 1:51:11 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 5 INSPECTION DATE INSPECTOR ACTION J u _ 1110 - B -Foundation all 06/19/2009 steinike INC Comment: South Wall. 1110 - B -Foundation Wall 06/23/2009 steinike INC Comment: High Wall Steel inside of Driveway. 1110 - B -Foundation Wall 07/16/2009 steinike INC Comment: Interior Walls and Posts, will obtain C&G Engineer letter on Grade beam Report. 1110 - B -Foundation Wall 07/24/2009 lawler INC Comment: grid lines E to C @ gridline 1 1110 - B -Foundation Wall 08/04/2009 steinike CMP Comment: 1114 -B -Isolated Footings/Piers 08/04/2009 steinike CMP Comment: 1128 - B -Gas Test/Pipe 03/16/2010 steinike CMP Comment: 1130 -B -Equipment -Mach 04/02/2010 STEINIKE CMP Comment: 1132 - B -Exterior Sheathing 08/31/2009 steinike INC Comment: 1st Layer DW Shear wall above Garage entry OK. 1132 - B -Exterior Sheathing 01/05/2010 steinike INC Comment: Sheathing at 1 st Bldg.. marked on plans. 1132 - B -Exterior Sheathing 03/24/2010 STEINIKE CMP Comment: 1136 - B -Shear Nailing 08/26/2009 lawler INC Comment: partial see highlighted area on jobsite plans 1136 - B -Shear Nailing 08/27/2009 lawler INC Comment: partial see jobsite plans 1136 - B -Shear Nailing 08/28/2009 bjorback INC Comment: partial 1136 - B -Shear Nailing 09/03/2009 steinike INC Comment: See Partial Highlighted area on jobsite plans for Holdowns and LTP4. 1136 - B -Shear Nailing 12/22/2009 steinike INC Comment: LPT4 Clips on Back wall noted on approved plans. 1136 - B -Shear Nailing 01/05/2010 steinike INC Comment: Sheathing at 1 st Bldg.. marked on plans. 1136 - B -Shear Nailing 03124/2010 STEINIKE CMP Comment: 1140 - B -Height Vertfication 04/12/2011 STEINIKE CMP Comment: Received Survey letter! 1/9/2012 1:51:11 PM 121 5th Ave. Edmonds Washington - Phone: (425) 771-0220 Page 3 of 5 INSPECTION J ~~ �~^ DATE INSPECTOR ACTION 1141 - B -Fire Stopping 04/02/2010 STEINIKE PAR Comment: Above slab. 1141 - B -Fire Stopping 08/18/2011 STEINIKE PAR Comment: Drywall in parking garage for relocated doors. 1141 - B -Fire Stopping 01/06/2012 LAWLER CMP Comment: 1142 - B -Framing 04/02/2010 steinike CMP Comment: Need special Inspection report and Firestopping. 1144 -B -Wall Insulation/Caulk 09/09/2009 steinike INC Comment: 1st floor at walls (3hr)above entry to garage. 1144 -B -Wall Insulation/Caulk 04/09/2010 lawler CMP Comment: 1146 - B -Floor Insulation/Caulk 04/09/2010 lawler CMP Comment: 1148 - B -Ceiling Insulation/Caulk 04/09/2010 lawler CMP Comment: 1150 - B-Sheetrock Nail 09/01/2009 steinike INC Comment: 2nd Layer Ok on Entry to Garage portion.! 1150 - B-Sheetrock Nail 09/11/2009 steinike INC Comment: Layer one of 4 entry above Garage! 1150 - B-Sheetrock Nail 12/10/2009 steinike INC Comment: Layer 3 Ok in Entry to Garage. 1150 - B-Sheetrock Nall 12/15/2009 steinike INC Comment: Wrote Correction notice to remove ALL wet drywall. 1150 - B-Sheetrock Nall 02/16/2010 steinike INC Comment: 1 st Layer Inside Ok. 1150 - B-Sheetrock Nail 02/17/2010 steinike INC Comment: 2nd Layer ok. 1150 - B-Sheetrock Nail 02/19/2010 steinike INC Comment: 3rd Layer Ok 1150 - B-Sheetrock Nail 02/24/2010 steinike INC Comment: 4th Layer Ok in 3 Hr Wall ONLY! 1150 - B-Sheetrock Nail 04/12/2010 steinike CMP Comment: 1150 - B-Sheetrock Nail 04/21/2010 lawler CMP Comment: 1158 - B -Building Final 08/24/2011 BJORBACK COM Comment: Correction notice on residential units only. 1/9/2012 1:51:11 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 4 of 5 INSPECTION DATE INSPECTOR _ h _ACTION 1158 - B -Building Final 09/08/2011 STEINIKE COM Comment: Not ready, no elevator. 1158 - B -Building Final 01/06/2012 LAWLER CMP Comment: 1955 -F -Extinguishers 0110 912 01 2 SMITHM CMP Comment: APPROVED 1975 - F -Fire Dept Inspection 01/09/2012 SMITHM CMP Comment: APPROVED 1980 - F -Addressing Visibility 01/0912012 SMITHM CMP Comment: APPROVED 1985 - F -Fire Final 01/09/2012 SMITHM CMP Comment: APPROVED 2000 - P -Planning Final 01/30/2009 Coccia INC Comment: Assign final inspection to GINA... 2000 - P -Planning Final 06/17/2010 COCCIA INC Comment: They're going with 2" caliper Acer Ginala Flame street trees instead of the 3" (ok by Rich Lindsey as an alternative to finding another species for this street). 2000 - P -Planning Final 04/08/2011 COCCIA CMP Comment: Looks good. 3006 - B -Post Tension Slab 08/04/2009 steinike CMP Comment: 1/9/2012 1:51:11 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 5 of 5