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Home My WebLink AboutCOM2014-00111 Cancelled Playshed, Retaining Walls - COM Permit / Conditions - 11/14/2014 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT inspection Line tabu/4zt-tzbz 'FT9Vi CoV�Tr Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2014-00111 OWNER: NORTH MASON SCHOOL DISTRICT RECEIVED: 8/5/2014 p N^E L ! F 1 ISSUED: 5/14/201 4 CONTRACTOR: LICENSE: EXP: N 'V" SITE ADDRESS: 22900 NE STATE ROUTE 3 BELFAIR C1 , EXPIRES: 5/14/2015 PARCEL NUMBER: 123324060000 LEGAL DESCRIPTION: TR 1 OF NE SW& NW S SEE SURVEY 9/13 PROJECT DESCRIPTION: DIRECTIONS TO SITE: PLAYSHED IN NEW LOCATION, PARKING LOT IN OLD LOCATION, RETAINING WALLS AND ACCESS General Information Construction &Occupancy Information No. of Units: Type of Constr.: IIB Type of Use: A3 Insp. Area: No. of Bathrooms: Occ. Group: A3 Type of Work: NEW Fire Dist.: 2 No. of Stories: 1 Exit Design. Load: 63 Valuation: $ 533,937.43 Building Height: 22 Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: BLOCK WALLS: 1,100 Model: Width: Building: 3,159 CONCRETE WAL: 1,313 Year: Serial No.: Basement: Parking Spaces: 45 Setback Information Shoreline& Planning Information Front: W 330.00 Ft. Shoreline: Ft. Rear: E 300.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: N 53.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area Side 2: S 500.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2014-00111 Please refer to the following pages for conditions of this permit. Page 1 of 7 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee -nA/ A1S19nia !t7f;a nR C99Mdnn IFC Plan Check Fee TIN Al5/9MA R3A'A nA C99n1Ann Planning Review Fee TIN AiRnnlc -RiAn nn R99n1ann Planning Stormwater Reo TIAi AiRi9nla o95F nn S99n1ann EH Minor Plan Review W/ AiF19n1a .t1nn nn C99n1Ann Building Permit Fee ni r. 11rR/9n1A -A s4R 9R C19n1Ann ADJUST--Plan Check Fe ni r. 111R19n1A R1 AAn AF C19n1dnn ADJUST--IFC Plan Checl ni r. 11iRonla 1979n AA C19niAnn Total $7,390.62 CASE NOTES FOR COM2014-00111 CONDITIONS FOR COM2014-00111 1) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X C�.N`'..' 2) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x e %_� 3) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilationrequirements), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X f 4) All cons on and demolition debris must be removed from the shore area after project completion. Proper disposal construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X l 5) The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air gency (ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org X \. Q COM2014-00111 Page 2 of 7 6) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by1he Mason County Building Department prior to any further inspections being performed or approvals granted. X 7) CONS TION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. X 8) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-complia t with Mason County ordinances and building regulations. X � 9) THE FOU ATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 10) All perms s expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit h Ider have prevented action from being taken. No more than one extension may be granted. X 11) All a rov plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X 0_ 12) EXISTING PLAYGROUND EQUIPMENT WILL BE REFURBISHED AND RE-LOCATED IN A NE ATION. INSTALLATION OF THE EQUIPMENT WILL BE PERFORMED BY A QUALIFIED PLAYGROUND EQUIPMENT INSTALLER AND IN ACCORDANCE WITH THE MANUFACTURER INSTALLATION SPECIFICATIONS FOR STRUCTURES LOCATED IN SEISMIC DESIGN CATEGORY D2. WHEN MANUFACTURER SPECIFICATIONS ARE NOT AVAILABLE PROVIDE AN ENGINEERED DESIGN, PLANS, AND DETAILS, PREPARED BY A WASHINGTON STATE LICENSED DESIGN PROFESSIONAL, ON-SITE FOR INSPECTION. X 13) All prope y ines shall be clearly identified at the time of foundation inspection. X C 14) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. a person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X COM2014-00111 Page 3 of 7 15) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. (IRC 2012 R905.2.8.5) X 16) WIND ADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. X 17) Appro r dimensions and setbacks on 07-21-2014 submitted site plan. Setbacks are measured from the furthest projection of the structure. X 18) The ap site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County}Bu`dipg Department prior to any further inspections being performed or approvals granted. X ( �,�,. 19) Compliance with an approved Storm Water Plan [ESA- 7/21/2014] shall be subject to an on site inspection or inspections, by the engineer of record or authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available at time of inspection. X Z 20) In ttz n to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspections shall be performed by MATERIALS TESTING & CONSULTING for the work listed on sheet S1.01, including soils, concrete, and cold-formed steel framing. Special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. X 21) ALL S R CE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X COM2014-00111 Page 4 of 7 22) Compliance to the 2012 Washington State Energy Code is approved as follows: Parking lot-7 pole lamps 157 watts each Playshed - 12 two lamp F32T8 @ 59 watts each X r 23) A safe kW rsal area is to be created in accordance with IBC 2017.5: Where access to a public way cannot be provided, a safe dispersal area shall be provided where ALL of the following are met: 1)The area shall be of a size to accomodate at least 5 sq. ft. for each person. 2) The area shall be located on the same lot at least 50 ft. away from the building requiring egress. 3) The area shall be permanently maintained and identified as a safe dispersal area. 4)The area shall be provided with a safe and unobstructed path of travel from the building. X t 24) Gate n exit gates identified on sheet A1.04 and detail 2/A1.05 shall be panic hardware or fire exit hardware listed in accordance with UL305. The actuating portion of the relaeasing device shall extend at least one-half of the gate width with a maximum unlatching force of 15 pounds. (ref IBC 1008) Provide details demonstrating compliance for inspection. X t> 25) The b esign for the playshed building shall be reviewed by the foundation design engineer PCS Structural Solutions. Provide written verification prepared by engineer D. Goodwin confirming that he has reviewed the construction design. Revised plans containing modifications required as a result of the the actual design shall be available, on-site for inspection. X 26) PER TI 14 MASON COUNTY BUILDING CODE - CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS - 14.17.110: Afire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire sprinkler system installed. Contact the Mason County Fire Marshal at(360) 427-9670, extension 352, for further information. x GN" 27) FENC TES Gates shall be provided with an approved key box/knox box installed in accordance with the 2012 International Fire Code Section 506. Please contact the local fire district for more information and to discuss inspections for installation of the lock box system. X COM2014-00111 Page 5 of 7 OWNER / BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. �� ►1 `I`-f` 1�{ Sign tare Date (zip N b'LS00 OWNER - EPRESENTATIVE - CONTRACTOR Print Name Circle one to indica ) COM2014-00111 Page 6 of 7 z 0 CONCRETE MECHANICAL MANUFACTURED HOME 0 Setbac Gate By Footin ag:� Gas Piping Ribbons Co D interior Date By interior - Dale By Date P y Exter,<x Date > By Exterior-Date By Set-up W Point Load I Isolated Footings INSULATIONClate By 0 BG I SLAB INSULATION z Date By. Data By FIRE DEPARTMENT C/) 0 foundation Wallis Floors Date By X Date BY Data By DECKS 0 0 F RAM FI_NG Wallis Date. By Date By Date By PROPANE TANKS Vault Date By C/) PLUMBING Date By OTHER Groundwork Attic 0 211le By Type i Date By — Dale By D.W.v DRYWALL Type 0 Int Brace Wall Date By 0 Date By Date By FINAL INSPECTION Water Line Fire Sepomtlon C? Data By D�-_I!e 131 y ADate By D Pass or Request Inspect. C) Type of.Insp. Fail Date Date Done By Comments ASS 21 410, 14@iq ARN/1 Ll r rrr 2.)U P e E L L U ID ut, 40 IN 4v (D -Ij I 0 Permit# C�MI'7lll MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 7-7-11V All- -';;r kf 3 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been fZon d: Items listed below must be corrected to gain compliance �� °•�,� � � ��. ,ram,, f�--- I� � ��,�� % , 11711 !iE (� t�i.�. r I 1!ten 1 f 1Ci i G v Cy f �t'✓1.�.5 - � e, r r"J L,, e You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑ This is not a complete inspection disasters. This is NOT a CORRECTION NOTICE. Date 7_�f S-l Department Inspector LibL,l D* ,# N�LNT ' '11* 0V TH14b, TAvm * mw From: Ray Mow ray@ericksonmcgovern.com Subject: RE:Belfair Elem Punch List Date: February 18,2015 at 2:22 PM To: Mike rnikefranich rmail.com Cc: brody brody@shinstine.com Mike, The safe dispersal requirements were negated when I put panic hardware on the gate. I will address. I can punch Friday. I was wondering it one of the basket ball backstop rims can be set at 8 feet and one at 10 feet. Or both at 8 feet. I think I have them at 10. Raymond Mow,AiA,WAMOA Principal P: 253.531.0206 C: 253.208.3235 ERICKSON -McGOVERN This email is confidential and may not be disseminated. CONTRACTOR CORRESPONDENCE-PLEASE NOTE: The contractor must comply with the notice, claims, and dispute resolution procedures of the contract. In discussing this issue with you, the Owner and/or Consultants do not waive any claim or defense under the contract, including but not limited to your failure to follow the contract requirements. From: MIKE FRANICH Imailto:mikefranich@hotmaii.coml Sent: Wednesday, February 18, 2015 2:20 PM To: Ray Mow Cc: brody Subject: Belfair Elem Punch List Ray, The Mason County Building Inspector is asking about the "safe dispersal area", it is #23 on permit conditions, I do not have any information on this, and the plans do not address this item, can you let me know. Also, do you have time in the near future to stop by the site and do a punce list? I would like to get as much done now while I am waiting for these last few items to get completed. Cascade Mini Excavating, Inc. 1266 Bay Loop SW Tumwater,WA 98512 install@cmeplay.net Josh: 360-556-3544 ShellY: 36o-556-3552 February 25, 2015 To Whom It May Concern: This letter is written confirmation that the playground equipment installed at Belfair Elementary in Belfair,WA was installed to the manufacturer's recommendation by factory trained installers.The condition of the equipment is used,but there is no apparent damage.The resilient surfacing must be installed to be in compliance with American Society for Testing and Materials and Consumer Product Safety Commission safety guidelines prior to use. Sincerely, Shelly Haynie,Vice President x MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Jj,� � 426 West Cedar Street ♦ PO Box 279 ♦ Shelton, WA 98584 (360)427-9670 EXT. 352 FAX (360)427-7798 HOME PAGE—www.co.mason.wa.us Special Inspection Authorization Project Owner: North Mason School District Building Permit Number Project Address 22900 State Route 3, Belfair Engineer/Architect of record: Raymond Mow, AIA In addition to the inspections required by International Building Code (IBC) Section 109, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide special inspections during construction on the types of work listed under IBC Section 1704. This form must be completed by the owner or the engineer or architect of record, prior to permit issuance, indicating who will perform the required special inspections for this particular project. The specified special inspector(s) shall perform the required special inspections during construction of the project, submit all inspection reports to the Building Department and provide a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of the IBC. The following checked items require special inspection: �J/ Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4) 2. Bolts installed in concrete. Prior to and during the placement of concrete around bolts when stress increases permitted by Table 1912.2 and section 1912.5 are utilized. (IBC 1704.4) 3. Erection of precast concrete members. Periodic inspection per ACI 318: Ch 16. (IBC 1704.4) 4. Shotcrete. Continuous inspection per ACI 318: 5.9, 5.10 and IBC Chapter 19. (IBC 1704.4) 5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing tendons. (IBC 1704.4) 6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4, ACI 318: 3.5.2, and IBC 1903.5.2. (IBC 1704.4) Structural welding. Welding inspection shall be in compliance with AWS D1.1. (IBC 1704.3.1) 8. High-strength Bolting. The installation of high-strength bolts shall be periodically inspected in accordance with AISC LRFD Section M2.5. (IBC 1704.3.3) 9. Structural Masonry. Masonry construction shall be inspected and evaluated with the requirements of IBC section 1704.5. 10 Soils. Inspections for fills 12 inches or greater to be performed in accordance with IBC Section 1704.7. 11. Pile foundations. Inspector to be present when pile foundations are being installed and during tests. (IBC 1704.8) 12. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D. (IBC 1704.9) 13. Spray-applied fire resistant materials. Inspections shall be in accordance with sections 1704.11.1 through 1704.11.5. 14. Exterior insulation finish system (EIFS). Special inspection shall be required for all EIFS systems. (IBC 1704.12) Continued on reverse side f+ 15. Smoke-control system. Smoke control systems shall be tested by a special inspector per.IBC Section 1704.14. 16. Special cases. Special inspection shall be required for proposed work that is, in the option of the building official, unusual in its nature such as alternative methods and material of construction, unusual design applications, and materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in the IBC or referenced standards. Installation of structural epoxies A Installation of "high-load shear panels" Structural Observation (IBC1709) AOther: See Sheet S1.01 for Special Inspection Criteria Special Inspector Selection: The special inspection agency and special inspector shall be registered by the Washington Association of Building Officials (WABO)for the particular type of construction or operation requiring special inspection. Such inspector(s) shall be selected by the owner or the owner's agent and approved by the Building Official prior to issuance of the building permit. The owner's agent shall not be acting as, or employed by the special inspection agency or the contractor for this project. Name of Special Inspector or Agency: Type of Inspection: Registration Number: Materials Testing and Consulting See Drawing S1.01 Special Inspection 2118 Black Lake Blvd.Olympia,WA 98512 Authorization: I hereby state that I am the legal owner of the project property, or that I am the legal owner's agent who is not employed by a special inspection agency or contractor associated with this project. In addition, I agree to comply with the special inspection requirements established by Chapter 17 of the International Building Code as adopted by Mason County. Raymond Mow,AIA 10-8-14 SigrKi Printed Name A Owner A Agent Date PURPOSE OF SPECIAL INSPECTION Special inspection is the monitoring of materials and workmanship which are critical to the integrity of the building structure to assure that the approved plans and specifications are being followed and that relevant codes are being observed. Special inspections are in addition to those conducted by the county building inspector and by the engineer or architect of record. Special inspectors furnish inspection at all times that their presence is required by the code, the plans and specifications, and the enforcing jurisdiction. Good communication between the special inspector and the designer, contractor, and building department is essential. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: Special inspectors are individuals with highly developed, specialized skills who observe those critical building or structural features which they are qualified to inspect. Duties of special inspectors and/or inspection agencies include the following: 1. General Requirements Special inspectors shall review approved plans and specifications for special inspection requirements. Special inspectors shall comply with the special inspection requirements of the enforcing jurisdiction. 2. Signify Presence at Job Site Special inspectors should notify contractor personnel and the enforcing jurisdiction of their presence and responsibilities at the job site. 3. Observe All Work for Which They Are Responsible Special inspectors shall inspect all work and perform or observe all tests requiring inspection and testing for conformance with the building-department-approved (stamped) drawings, specifications and applicable provisions of the code. Page 1 of 1 Debberl Coker - Re: FW: NMHS Phase 1: Civil Construction Report No. 3 From: Debbera Coker To: Mow, Ray Subject: Re: FW: NMHS Phase 1: Civil Construction Report No. 3 >>> On 11/17/2014 at 12:52 PM, in message <7304F2D565DD64408B98DF61631FD43BO4DOB1DE@EMVM02.corp.ericksonmcgovern.com>, Ray Mow <ray@ericksonmcgovern.com> wrote: Civil field report for NMHS. Raymond MOW,AIA,WAMOA Principal P: 253.531.0206 C: 253.208.3235 ERICKSON•McGOVERN 01M This email is confidential and may not be disseminated. CONTRACTOR CORRESPONDENCE-PLEASE NOTE: The contractor must comply with the notice,claims,and dispute resolution procedures of the contract. In discussing this issue with you,the Owner and/or Consultants do not waive any claim or defense under the contract,including but not limited to your failure to follow the contract requirements. From: Steven P. Hupper [mailto:stevenhupper@sitts-hill-engineers.com] Sent: Monday, November 17, 2014 11:09 AM To: Ray Mow Cc: Marty Merriott Subject: NMHS Phase 1: Civil Construction Report No. 3 Ray, Please see the attached Civil Construction Report No. 3 for your use. Sincerely, Steve Hupper, C.F.M. ■ Design Engineer SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA,WA 98409 PHONE:(253)474-9449 1 FAX: (253)474-0153 http://www.sitts-hill-engineers.com/ about:blank 11/17/2014 , ''-School District CONSTRUCTION REPORT WEATHER: Cool, Sunny TEMP: —50°F DATE/TIME: November 16'h, 2014 @ 4:00 PM DAY OF THE WEEK: Sunday REPORT NUMBER: 3 S&H JOB #: 15,847 CONTRACTOR: BNCC OWNER: North Mason SD ARCHITECT: Erickson McGovern Architects TYPE OF WORK: Utility Installation PROGRESS AND INSPECTION SUMMARY: Sewer and underground power installation has continued throughout the site. Installation of SSMH No. 1 has begun along with numerous light pole basis, vaults and associated buried conduit. Additional footings to the north have been recently installed. Grading of the west edge of the site near finish grades have occurred where ditches tributary to the site's sediment traps once were. The side slopes are showing some erosion in areas and need to be stabilized. TESC measures in general appear to be in good working condition. Slopes near the limits of work have been stabilized with either straw or hydro seed. Site laydown areas are stable. INSPECTOR: Steve Hupper, Sitts & Hill Engineers, Inc. Sitts & Hill Engineers, Inc. 4815 Center Street Phone: 253-474-9449 Tacoma, WA 98409 Fax: 253-474-0153 Materials Testing & Consulting, Inc. r:wAwhnir-lt FnxjnrrritlF Jl('nn.,thtin8 a ipccia)Impertian•Maletiab TertGnre►6mir+mmx�lal['rwplli�g F.'nrinared lnornn,x.Ginrc lrhl ��-''°'+�'� � Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report #C37838 CLIENT North Mason School District DATE 09/23/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 09/23/2014 Time Onsite: 9:15 AM Weather Conditions: Cloudy rain 60's*F Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Concrete retaining wall and footing(_north corner Sample Location: Same as above Contractor: Shinstinc Subcontractor: Supplier/Plant: alPortland/778 Qty Placed,Cu.Yd.: of 5 Slump,Inches(ASTM C-143)or W/C Ratio: 4.50 Concrete Temp,*F(ASTM C-1064): 71 Delivery Ticket#: 1004558 Job Spec.Slump: Ambient Temp,*F: 62 Truck#: 7223 Air Content,%(ATSM C-231): 4.g Min Temp,*F:❑ Batch Time:[10:05 Job Spec.Air: 5+/-1.5 Max Temp,*F:❑ Sample Time: 10:58 Mix#and Proportions: 3310/lcyd Cement,lbs.: 62 —� Coarse Agg,lbs.: 88-3/8 Admixture,oz./cwt: .6 Darex II AEA Flyash,lbs.:I Coarse Agg,lbs.:11640457 Admixture,ozJcwt: � Water,gals.:112 Coarse Agg,lbs.: Admixture,ozJcwt: -1 Fine Agg,lbs.:11296 — � Coarse Agg,lbs.: Admixture,oz./cwt:F----) Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 09/24/2014 Sample Set I of I Type of Compression Test: Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load (In.) Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) In.) (PSI) � 269 � . �� ❑20 .02 1 � 3R00 y2511 �7 0930 2512 28 10/21/2014-ji 59,270 4.02 E- 12.69 �' 4,670 :L—Harold Benry ❑ 2513 j 28 10/21/2014 60.035 �� 4.01 �— 12.63 4.750 Ilarold Berm 1 1 ❑ 514 11 28 10/21/2014 61,140 4.01 12.63_ji_ 4,840 > llamld Benn =5 ❑ ��15 �L II 0 ❑ ❑ RGQ'D 28_ Remarks: Concrete placed by truck chute.Please reference report#F60422. Al nrMM wslr'�b wal•PIRw•w*wd* 1,vv" 4,r.rvw,ltwmin"~Not rok s off"tm.dln"Wrr""Ia*TM#*MYlPW#ftrrMrw. *to*!11k*0VA"M i.nw�wliwr ptrwhrm�w�AysrnpniweunA�igorri�pe+rt.>�7#Qr-1r17 Mu�rW�F�rNq l Crs�khlk{.Ike- All r1�Nr rusrrA. Corporate • 777 Chrysler Drive • Burlington,WA#8233 * phone 360.733.1990• Fos 364.755.1990 SW Regles • 211S Black Lake Blvd. S•W.*Olympia.WA 90312 * Phone 360A34.9777 * Fax 300,$34.9779 NW Reglon * SOS Dupont S[feet,Suite 3 * Beilioghwm.WA 9422#* Phone 3641.641.(.061 * Fag 360.647.111111 Visit our we6site: www.mtc-J&c.eet Belfair Elementary Playshed-PO 20014400012-14K038-01,0912312014,#C37838,Page 1 of 2 Materials 'besting & Consulting, Inc. 6Mtuilnical l'e+pjwterrin,t d r,mwilin{;►Spercial fn�prrttinn►Malerhls TasGns►Rnvilonmealsl t'e*elsili� F.+g..rs.al Arava.n Sir liaTl REPORTED BY:Mike Allen REVIEWED BY:Harold Benny,Lab Manager �95 Wei rrVft4rdkM 0 111R"Nw4t 11MfF,_�1��1'�'wn.n�i,uww noon l►a rrgs+�sarr ,NR.mW xe�ry uw�wq�r�.O lo1Qo•loll Mu*rlals T*nlao l C�*wlrlq.Isr. Au N*ou re"rrel. Corprale * 777 Chrysler Drive * Burlington, SPA 98233* Phone 3".7$3-1990* Fox 3N.7SS,l9SS SW Roglos * 211E black Late Blvd. S.W"•Ol mpin, WA 90312 * Phone 300,334,9777 * Fax 300,334,9779 KW Region • 1103 Depost Street, Suite 5• Belllogham, WA 09223 9 Phone 360.647.6061 • Fax 360.647.$l 11 Visit our wehsile. wwn.rntc inc.net Beljair Elementary Playshed-PO 20014400012-14K038-01,0912312014,#C37838,Page 2 of Materials 'Testing & Consulting, Inc. Nf c I."Am mica)F#giI s l{CunwAing*Special Impectian+Mlrt"h Te%6ne+Fn irnnmmlaP('nn+rolli*� Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - IPD-Soil Compaction: Report #D34684 CLIENT North Mason School District DATE 10/08/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 Belfair WA Inspection Information: Inspection Date: 10/08/2014 Time Onsite: 9:30 AM Weather Conditions: Cloudy,60s*F. Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: Parking lot east and west sides. Gauge Standard MS: 9381 Equipment ID&Serial#: C'PN MCA,Ser:#MD50607947 Gauge Standard DS: 36958 TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test# Mode/Depth Location of Test lace. Wet Dens. Dry Dens. Moist% Sample# %Corop. %Regd. 1 BS ast side -- 1 G;1B79 1 I3 3 10.2 � 95 2 BS ast side FG\13 1471 133 I 10.6 �1 � 95 3 BS astside f(iAB I>s 144.3] 9.4 �1 �0 95 4 F BS estside FGAB I+ . 136.7 6.6 0�0 95 5 BS est side FLAB 142.7 112 0 Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our O Yes O No knowledge,meet compaction Contractor notified of results O Yes O No Remarks: Arrived on site and nict with Mike Franich with Shinstine Associated and Eric Nelson with N.M.S.D. Reference plans sheet C4,specifications page 312323-8,9 section 3.04 A-D,geo-tech.report E3RA dated 5/6/2014 page 8-10 sections 4.4 and 4.5.Work on the sub grade portion of the project could not be verified. Upon arrival to site the material top course was placed and compacted in to the parking lot east and west sides.Eric Nelson informed me to take compaction tests and to obtain material from the lot for lab testing.The material observed in the parking lot was found to be two different colored materials.One sample was taken from the east side of the parking lot(stock pile)and was a brown color and one sample taken from the west side of the parking lot and was a gray color.The sample from the east side was taken out of the parking lot. Approximately 4"of material was placed in both areas.Reference the picture of the map for approximate testing locations.Results are pending completion of lab tests. Images: A1R�A#rt•Mw*nnilMarwrld+wMlet�r.M*+r.flewnek+nalfew�,W PA4e�a*aRl<l6r11<r•••••rr+.r,l..Me�r�..lr4�e w.eK...e..s�+,n..l+rylr,s..••*c•ww,".,a..w rr n�a'na��^3q•�npu MR.mN�irta*w�w+q�ri.C Ii40-IIII 4—risk Tmi" A ,,W Corporate • 777 Cbrysltr Drive * Harlington, WA 92233 * Pheae 3".73S-1916+ Fat 360.755.1980 SW Region • 21 IS Nlact lake Nlvd- S.W.*Olympia, WA 90512 * Phone 360.434.9777 • Fox 360.534,9179 N11V Region 903 Dupont Strtet, Suitt S• Brlliagham, WA 9022$* Phone 360.647,6061 • Fag 360.647.1111 It Visit our we6site: wwTu.mtc•inc-ere Beljair Elementary Playshed-PO 20014400012-14R038-01,1010812014,#D34684,Page I oj2 Materials Testing & Consulting, Inc. Grarecchril al F#q*wert%d CimmAine 0 Special Inepectian•Maleiials Ttstims t Envinrnmrnial C'aatwhit¢ F-ViwarrdA"amnre Sinn 1141 Ac ,z+ a v s s i' UPLOADEDO/08/2014 17:18:00 UPLOADED: 10/08/2014 17:19:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager Mt�n'M+.�k rer.rlw�eeread��...,e..Are�eteiprrraR�l4dtcatlrpMR eri�enf•m.�l�Rr�eR�AnIM��rw�M�il/nAtrfMrw.�NAwl�tlrr�Er/rtirAa'r�tflRrn.n�r+uws ern=&=wwPs2'#WNW"bnw dpefyeer*i 1we.rt O 1409-2112 Mnerlale rteeiry 1 C*evvlela{.tar. All r1stu rea-FrrN. C'orpnrule a 777 Chrysler 1Drhve * Harlington, WA 98213+ Phan 360-799.1990 • Fa: 366.753.1996 Sw Region 21 is 0isc% Late Hlv<I. S.V►'.•Olympia. WA 98112 • Phone 360.134.9777 • Fax 360,534.9779 N* flciclon * $03 Dupont Strcvl, Suitt. 3 a 8eillogham, WA 98223• Phone 360.647.6061 • Fax 360.647AI I I Visit our wehsite: wrrw.mtc inc.net Belfair Elementary Playshed-PO 20014400012-14R038-01,1010812014,#D34684,Page 2 of2 Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: NMSD Date: October 8,2014 Address: 71 East Campus Drive Project: Belfair Elementary Playshed Belfair,WA 98528 Project#: 14KO38-01 Attn: Eric Nelson Sample#: K14-276 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Test(s)Performed: Test € Results Results Sieve Analysis ? See Attached ❑ Sulfate Soundness Q € 137.9 pcf at ❑ Proctor 7.1% Unit Weight ❑ Sand Equivalent ❑ WSDOT Degradation ❑ Fracture Count ❑ Percent Fines(#200 Wash) Moisture Content El Specific Gravity,Coarse El ❑ Specific Gravity,Fine ❑ H drometer Analysis ❑ Atterber Limits ❑ ❑ Asphalt Extraction/Gradation ❑ Rice Density If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. /X � Respectfully Submitted, Harold Benny WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region—2126 East Bakerview Rd,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-81 l 1 SW Region—2118 Black Lake Blvd.SW • Olympia WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 Visit our website:www.mtc-inc.net NITC Materials Testing & Consulting, Inc. Geotechnical Engineering• Special Inspection• Materials Testing• Environmental Consulting r, Sieve Report Project:Belfair Elementary Playshed Date Received:8-Oct-14 ASTM D-2487 Unified Soils Classification System Project#: 14KO38-01 Sampled By:L Watkins GP-GM,Poorly graded Gravel with Silt and Sand Client:NMSD Date Tested:0-Jan-00 Sample Color: �ccnEotreo Source:Eastside of Parking Lot Tested By:JB/HB Brownish Gray Sam le#: K14-276 AS f M D-2216,AST1r•1 D-2419,ASTM D-4318,ASTM D-5821 D,,,=0.042 mm °io Gavel=53.8% Coed of Curvature,Cc=4.28 Specifications Duo)=0.127 mm %Sand=37.3% Coeff.ofUndbrnrity,Cu=55.32 2014 WSDOT 9-03.9(3)Crushed Surfacing Top Course Dot,=0.501 mm %Silt&Clay=8.9% Fineness Modulus=4.87 Sample Meets Specs?No Dtn,=1.962 mm Liquid Limit=n/a Plastic Limit=n/a Drw,-5.380 mm Plasticity Index=n/a Moisture%,as sampled=n/a D,ae,=7.053 mm Sand Equivalent=n/a Req'd Sand Equivalent= D„o,=13.890 mm Fracture%,1 Face=n/a Req'd Fracture%,1 Face= Fracture% 2+Faces-n/a d Fracture% 2+Faces= ASTM C-136,ASTM I►69 Acn+al Interpolated Gnln 8¢•plbiputlon Cumulative Cumulative _ Sieve Size Percent Percent Specs Specs US MetricPassing Passinj Max Min , 12.00" 300.W 100% 10.00" 250.W 100% ! 8.00" 200.00 100% mos 6.00" 150.00 100 4.00" 1W.00 100% 3.00" 75.W 100% °006 2.50" 63.W IW% 2.W" 50.00 100% 1. 1 �I AVI III I I I I L 1.75" 45.00 100% 1.50" 37.50 100% 1.25' 31.50 100% IW% I.00" 25.W 100% /.IW _ 3/4" 1900. 99% 99% 100.0% 99.0% 5/8" 16.W 95% 95% 1/2" 12.50 87% 87% 100.00/0 80.0% 3/8" 9.50 75% 75% w.o„ 1/4" 630 56% 94 4.75 460/6 46% 66.01/6 46.00ro #8 2.36 32% 910 2.00 30% 301% #16 1.18 22% 020 0.850 19% 19% 930 0.600 16% #40 0.425 14% 14% 24.0% 8.0o, + a. #50 0.3W 13% 960 0.250 12% 12% TF 980 0.180 11% °f +ao.°oo +o°oo +olo o.+w oo+o 000, #1W 0.150. 100/0 l0% #140 0.106 10% #170 0-090 9% #2W 0075 8.9% 8.9% 10.0% 0.00ro na-WIY yY ,t�,.e.,+d,kv.+•a a,m.w�prow.times:rrn°.a.a"nu.,m""k�._Q,n..yom„.."nm,nm„uK.�r,wn�i R„pe+y ora�a+.a,"a ,=r=pnsw��"i.+,„„w,.,.,,ww�u.a..°.,n u�wrtr.,aw•ou.gym„+, �mm�m"e.w.�vm,�..,i. Comments: Reviewed by: Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 • Phone(360)6476061 • Fax(360)647-8111 SW Region-•2118 Black Lake Blvd.SW Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 Kitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)6986787 • Fax(360)692-1919 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting N �tifa Te,ling kComdnnf Proctor Report Project:Belfair Elementary Playshed Date Received:8-Oct-14 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 14K03MI Sampled By:L Watkins GP-GM,Poorly graded Gravel with Silt and Sand Sieve Size Percent Specifications Client:NMSD Date Tested:0-Jan-00 Sample Color US mm Passing Max Min Source:Eastside of Parking Lot Tested By:JB/HB Brownish Gray 12.00" 300.00 Sample#:K14-276 10.00" 250.00 Sample Prepared: Moist:X Manual: 8.00" 200.00 Dry: Mechanical:X 6.00" 150.00 Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 ASTM D 1557:X AASHTO T 180: C 3.00" 75.00 Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 2.80 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 1 3.7% 130.9 137.9 Ibs/fe 7.1% 1.75" 45.00 2 5.2% 134.1 1.50" 37.50 3 7.0% 139.0 Value w/Oversize Correction Applied 1.25" 31.50 100% 4 8.8% 135.8 Max.Dry Density Optimum Mois 1.00" 25.00 100% wocwa 3/4" 19.00 99% 100.0% 99.0 ` 518" 16.00 95 1/2" 12.50 87% 100.0% 80.0% Moisture Density Relationship 3/8" 9.50 75% Zero voids 1/4" 6.30 Ixo uzo #4 4.75 46% 66.0% 46.0 lxio #8 2.36 Ixs #10 2.00 30% Z. gM• #16 1.18 u`• #20 0.850 19% uzo 930 0.600 o uao #40 0.425 14% 24.0% 8.0 f:ao uao #50 0.300 ,=ao #60 0.250 12 exza #80 0.180 1:ao #100 0.150 10 XM ox tx rx »`. ve ax s+c 13r. oee fat gN. u% ezx ux �^� #100 0.150 Peraat Moistorc oataw�. -----z-on:vnmon.. -can<ra # 06 170 0.090 #200 0.075 8.9% 10.0% 0.0% ASTM D-4718,Misc.Oversize Correction Values Specs:2014 WSDOT 9-03.9(3)Crushed Surfacing Top Course Meets Specs?No %Oversize Mat'I: 1% %Gravel:53.8% Cc:4.28 Dooi:0.127 %Oversize Corrected Optimum %Sand:37.3% Cu:55.32 Df301: 1.962 Retained Density Moisture %Silt&Clay:8.9% FM:4.87 D(6o):7.053 5% 139.4 6.8% 10% 140.9 6.5% LL:n/a PL:n/a Pl:n/a 15% 142.4 6.1% 20% 144.0 5.8% Sand Equivalent:n/a Req'd Sand Equivalent: 25% 145.6 5.5% 30% 147.2 5.1% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: Copyright Spear Engineering d Technical S-ic PS,1996A8 Fracture%2+Faces:n/a Req'd Fracture% 2+Faces: \Ilrzsubs apply onh to a<twllocatimsand mmerul.vSieJ.:\amNual Prot<ciun lo<4mts.the pubic eM aus<I..s.all reymta are suM1mnid as thc:unliJ<niial Pn+pcn.nf<li.Tia,and authorvaonf.K puhli.amn of staemrnts,cm<lusama nr..ra.0 liom.rcyarJin, r.P.n..r...n<J P<nJn4or xrnta epproa+L Comments: Reviewed by: !t C> Corporate-777 Chrysler Drive • Burlington WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 Phone(360)647-6061 • Fax(360)647-8111 SW Region--2118 Black Lake Blvd.SW Olympia,WA 98512 Phone(360)534-9777 • Fax(360)534-9778 Kitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)698-6787 • Fax(360)692-1919 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. Nf c Ceowhnical Footoweecin&CrmwItinr•Special In+pectiml a Material+Tt%6"a*F-irnnmenlal t.nr�dlim� FaKirttr+d l�ynrnnrr.�inrc f Jthf Y�+n.r��w�``��r Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report#F60797 CLIENT North Mason School District DATE 10/12/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# 014-00111 Belfair WA Inspection Information: Inspection Date: 10/10/2014 Time Onsite: 07:45 AM Weather Conditions: Overcast,60 degrees F. Inspection Performed: Concrete Comments: MTC representative on site as requested to perform inspection tasks related to the placement of pervious concrete. Choker course was observed to meet placement specifications and was maintained in uniform b flat surface throughout concrete placement. Visual observations of work crew were made to ensure uniformity in the placement and handling of concrete to include the wetting of subgrade materials.Truck ticket load information was checked against the submitted mix design(MIX ID. 15PERV 1)for acceptance. Pervious concrete was visually inspected for homogeneous mixture at point of discharge. The unit weight of the pervious concrete was tested at 126.6 lbs cubic ft.Which fell within the specified tolerance of+/-5 of design (128.O1bs cubic ft.)Concrete temperature was measured 70A*F at the time of testing. To the best of MTC representative's observations all standards for the placement of pervious concrete were met. Images: SL x """'-*tea UPLOADED: 10/12/2014 20:41:00 UPLOADED: 10/12/2014 20:53:00 Choker course. A'�SNlw+►4�!.sh,.tr,all*pylew,uawlM1)'wee{.0.6 *edlw*nk*e?R*eRr,,]K P' k l�MnFlR.�111eS`/�FMy!/ �il��l V1 AOIf.Mfrlltl�l��►RY�II� M�wM.1171�M1t�1 ana�a�te�p�wwpaYawnal*eeiyar wives ytwni:f 2i4/-2112 Noted *Td-fts a cawewlelwa. we All risbRe 16"-94. Corporate * 777 Chrysler Drive a Brrlington, WA 992J3 * Phase 360-75S_9990* Fos 360.795.1990 SW Resion * 211E Black Lake Blvd. S.W.*Ulympia, %VA 98312 * Phone 34p.S:14.4777 * Fax 360.334.9779 NW ReSio■ • $OS Dupont Street, Suite 3 * Reilioyham, WA 98225* Phone 360.647.6061 • Fax 360.647.8111 Visit our websile: www.mtc•iac_oet Beifair Elementary Playshed-PO 20014400011-14K038-01,1 011 212 0 1 4,#F60797,Page 1 oj2 Materials Testing & Consulting, Inc. h� Gcnlechnical intro inj:A remaking►Special insptclion a Materials Telling•EnYatmmental CowwlliM V Engi Anarnnry Sim Iffirl *{ t UPLOADED: 10/12/2014 20:58:00 REPORTED BY:William Kilpatrick REVIEWED BY:Tim Macke,Technical Director All 41opw NhAa11•IlY/4rr .aRwFsrM�.nwkekw� naacro�w arwla�+I Mr Ysrrnad 9s+aM'/ar•ir-4ewrl.0 lees-toll Noterlals Tawas a caawlrlse.I•r. All r1Elo rt�trr ri. Corporale • 777 Cirysler Drive • Burlington, WA 98233• Pllaue 360.733.1990• Fos 360.733.19$6 SW Region • 2118 Black Lake Blvd. S.W.*Olympia,WA 90312 • Phone 360.334.9717 • Fax 300.534.9779 14W Rogloo * $03 Dupont Strt:etr Suite 5 + Belli■2ham,WA 9822E• phone 360.647,6061 + Faa 160.647.91 It Visit our websile: www.mtc 4nc-act Belfair Elementary Playshed-PO 20014400012-14R038-01,1011212014,#F60797,Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting • V' Theoretical Maximum Specific Gravity and Density of Paving Mixes ASTM D-2041 Project: Belfair Elementary Client: NMSD Project#: 14KO38-04 Sampled by: LW Location: South Parking Lot Date Sampled: 10/17/2014 Mix I.D.: Northwest Asphalt Tested by: WK Time Sampled: 1340 hours,258 tons Date Tested: W10/2014 Lab#: K14-285 Equipment Used: K030,K070,K020,K002 A.)Weight of Pycnometer Filled with Water 7389.3 B.)Weight of Mix in Air 1640.7 C.)Weight of Mix,Pycnometer and Water 8382.4 D.)Volume of Voidless Mix (A+B-C) 647.6 E.)Maximum Specific Gravity (B/D) 2.533 F.)Maximum Density,lbs./ft3 (E x 62.245) 157.7 Remarks: Reviewed By: Harold Benny All r salt,apply only to actual loc s ations and materials tested. As mutual protection to clients,the public and ourselves,all reports a submitted as the confidential property of clients,and authorization for publication of statements,c nclusions o extracts from or regarding our reports is r,erved pending our written approval. ®200g-2014 Materials Testing&Consulting, Inc. All rights reserved` Corporate • 777 Chrysler Drive• Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW Region 2118 Black Lake Blvd. S.W.• Olympia, WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region 805 Dupont Street, Suite 5 • Bellingham, WA 98225 • Phone 360.647.6061 • Fax 360.647.8111 Kitsap Region • 5451 N.W. Newberry Hill Road, Suite 101 • Silverdale, WA 98383 • Phone/Fax 360.698.6787 Visit our website: www.mtc-inc.net Rev. 3/2014 Materials Testing & Consulting, Ine. 'ITC Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �irryh 1 1K ewer a Cma+t`at' Theoretical Maximum Specific Gravity and Density of Paving Mixes ASTM D-2041 Project: Client: NMSD Project#: 14KO38-04 Sampled by: LW Location: South Parking Lot Date Sampled: 10/17/2014 Mix I.D.: Northwest Asphalt Tested by: WK Time Sampled: 1340 hours,258 tons Date Tested: U/2014 i Lab#: K14-285 Equipment Used: K030,K070,K020,K002 A.)Weight of Pycnometer Filled with Water 7389.3 B.)Weight of Mix in Air 1640.7 C.)Weight of Mix,Pycnometer and Water 8382.4 D.)Volume of Voidless Mix (A+B-C) 647.6 E.)Maximum Specific Gravity (B/D) 2.533 F.)Maximum Density,lbs./ft3 (E x 62.245) 157.7 Remarks: Reviewed By: Harold Benny All results apply only to actual locations and materials tested. As a mutual protection to clients,the public and ourselves,all reports a submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. C 2009-2014 Materials Testing R Consulting, Inc. All rights reserved. Corporate • 777 Chrysler Drive • Burlington, WA 98233 a Phone 360.755.1990 • Fax 360.755.1980 SW Region 2118 Black Lake Blvd. S.W.• Olympia, WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region 805 Dupont Street, Suite 5 • Bellingham, WA 98225 • Phone 360.647.6061 is Fax 360.647.8111 Kitsap Region • 5451 N.W. Newberry Hill Road, Suite 101 • Silverdale, WA 98383 a Phone/Fax 360.698.6787 Visit our website: www.mtc-inc.net Rev. 3/2014 Materials Vesting & Consulting, Inc. hfT` Cenledlnirnl Erlgireeerittj d Crmwking•Sptxial Impectitm a Material.Tt%h"r r Fnvinsi msntak Caa+rhi� FmNirrsrnd A I PA I "Y i""+►- '-"'� Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - IPD-Asphalt Compaction: Report#A11216 CLIENT North Mason School District DATE 10/17/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 10/17/2014 Time Onsite: 8:00 AM Weather Conditions: Rainy,SOs F. Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/Plant: NorthWest Asphalt Tons: 300 Mat Temp: 260"F ] Air Temp: 52°F Thickness in inches: Rice or Marshall Dens.: Class: HMA Class 1/2" Leveling: ❑ Wearing: Field Tests: Test# Location/Station# U.L.Dens. Offset/ Reading Reading Avg. %Comp.%Regd. Depth #1 #2 S.Parking Lot,E.side,200'S.of curb,!!.:0 f 1 �urb BS 145.1 1412 143.1 0 92 S Parkin Lot,E.side,25'S.of curb,25'W.of 2 urb g BS 146.2 I45.2 145.7 -�- 92 3 S.Parking Lot L.side. 100'S.of curb,38'W.of C—� BS 145.5 144.6 145.1 ° 92 curb 4 S.Parkin Lot W.side 180'S.of curb,2'W.of g ervlous concrete 5 S.Parking Lot W.side.50'S.of curb,6' of �� BS 149.9 150.0 149.9 � 92 Pervious ConCcte. Gauge Model/Serial#: CPN MC-1,Ser.#MD50607947 ! MS: 642 DS: 1852 Remarks: Arrived on site and met with John Carlsen with NorthWest Paving. Sheets:C2,C4,C5,C16. Details:B/C4;3/C16 And Specifications. Locations:South Parking Lot East And West Sides Of Pervious Concrete.See sheet C2. Elevation:Varies see plan. Observed the placement of HMA Class 1/2"(PG64-22)into the south parking lot.Ambient and material temperatures were monitored throughout placement of HMA.Ambient and surface temperatures were in the 50s F.HMA temperatures were 250s F minimum as placed into mat.Ten wheeler end dumps and an IR Blaw-Knox 50-04-085 paver was used for placement.A Cat C13-114 and Dyna Pac CC 142 steel drum rollers were used for compacting.One sample was obtained and delivered to lab for testing.Results Pending Lab Testing. Images: A1tMn lMt wdrrrrnr�ll+cd.�ydrarlrh e+eM h.taetreIw.mk�r+.,4r,..,1sr�wl�wwher.�l�wre4�reAwMa M,wWr•�^nf plc+rr.�rwl+il+wM�M�nwwlwSw�rN.nwkMwa nmhw sapby srngnYxrmArr�rpar�rwr rgmat.C 2101-3112 Nniri►I*Turleg A C;eruhby.1w All rt;Yu raagrr N. t'orporate • 777 Chrysler Drive + Burlington, WA 49233 • Phoae 366-7511-1990• Fax 3641.795.191to SW Ittp.tnn + 21 is Black Lake plvtl. S.W.+ Olympia, WA 48312 , phone 360.134.9777 + Fax 360.S34.9779 N% Arglno 903 Dupont Strttl, Suite 3 • Selliayham, WA 9922S+ Phone 3511.647.6061 • Fax 360.647AI 1 t Visit our website: w»n.mtc iacact Belfair Elementary Playshed-PO 20014400012-14K038-01,1011712014,#A11216,Page I of 3 Materials Testing & Consulting, Inc. MIX (aeAm*ni,rA F"0w ff*w llr t mv*ina•Special in+per km a Flal"I%T"Sng•Fnrinemn"Isl Co mlliwc Et�rytred Annrvnnr�inrY]Wil t{ or 1 w� } z: UPLOADED: 10/17/2014 19:08:00 UPLOADED: 10/17/2014 19:09:00 r. UPLOADED: 10/17/2014 19:10:00 UPLOADED: 10/17/2014 19:11:00 t,e•:..q+,:.,..,,....Ia;�,.r,aed..r�Mh r+N Ms�rc,"1-.mi.n.. w.h pWc sia nA+a.dl +sars el.,twiwara lrwlal'T^)araYlns. r�l.r,i,rF4eM�rrrlr01fw-W Ike .R.t#pww ores hsr rrspr.iy avr r�+avNrt.m.d aratg�adr•awr [34*6-2112 Nrttrla Is Taaelsy it Cr:aulelaw.iar. 0.11 rlsixa raarrrvC Corporate - 777 Chrysler Drive - Barlingtan,WA 98213- Phase 3611.7511J998- Fox 3641-735.1986 SW Region • 211$ Black We Blvd- S.W-q'Olympia.WA 90,!112 - Phone 31N€IA34.9777 - Fax 340.334.4774 NW Region 903 Dupont Street, Saile 3 • Bellingham,WA 9922S- phone 3eip.647.6061 - Fan 360.647.11 It Visit our website: wwa.mtc inc.nec Belfair Elementary Playshed-PO 20014400012-14K038-01,lW1712014,#A11116,Page 1 of 3 . Materials Testing & Consulting, Inc. Geo k0nical f."O+eerim&ConmAing a Special Impccltitm 0 Maleri h Te%tinp•Fri ironmenlal CrAir cling Ea�iaesrsd dv1vmnrs.Gimv 1141 r REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager OA R1�44491CP�S gfatin��wl.1.r..+J.ro A.,a�rtair Re�C*ANt AIlkli*iA�l'.e.ilcRn.as LfiR�I+IVI��O(�9�l�CA.MiFI1k� 1rT�i4*A7�lMIl./l*�1FPR flryl(Ii�YR�'leftf!(R11HSY4f�@� 4f•t1_�I+�'.c 2609-2112 Mufrisih r8wrif/•CONS.1110/.Ix. All r1L14./ifffl N. Corporate * 777 Cbryxler Drive* Burlington, WA 483_%3 * Pbose 3".755.1940* Fos 360-793.1990 SW Reglon * 2118 Iliad; l.#ke R1vd� S.w *04snpia, WA 90112 - Phone 100,134.9717 * Fa% 360.534.9774 NW Reglom * 903 Dupont Sheet, 521ite 5* Relliogham, WA 9822S* Phone 360.647.6061 * FaK 360.647.81 It Visit our website: www.mtc•iric.met Belfair Elementary Playshed-PO 20014400012-14K038-01,1011712014,#A11216,Page 3 of 3 Materials Testing Consulting, Inc. '`IM GmAecfilliml Fngirar 6FW A;f'mwkinp f tiryrinl 1ni[wti-m•%WtTiab T"tinc*Fnrin,nmk-n1:i1 t—.Ill nx r t'U,rirrenjd";lr�rtrnn�.Sirtn JYIF] Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report# -537 CLIENT North Mason School District DATE /2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# Vk2014-00111 Belfair WA Inspection Information: Inspection Date:. 11/20/2014 Time Onsite: 04:34 PM Weather Conditions: Cloudy,40s F. Inspection Performed: Reinforcing Steel Report Profile: ® Any Deficiencies Noted H Deficiencies Cleared ®Needs Engineer's Approval Comments: C14,C16 Details:H,I/C14;6,7/C16 Location:North to North East side of project Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into Stem walls within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Item Needing Engineer Of Record Acceptance: 1.Reference picture below.Where the footing transitions from 4'wide to 5'wide there is a storm drain catch basin located in the middle of the footing.The reinforcing steel continues on the south side of the catch basin but the tranverse reinforcing was not placed in this location.. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Civil engineer accepted"as built"condition in email dated 1-29-15 Images: Aw eevdAwslrw4eraMlMMaarssud�Mh kM.M■enrrAlw,r-ILardleetnOv p�lBk�i wAtwl�ea.ln whore'�'w�hlMoMe !-sJeMwt�*wM�id�M� t>4�A.�e�xMaws err�Rew sale +rwpwn YeamMowiie�-ar�rii�rrl.0 1*01-1111 Nsier1eH Tsstln$i Cassulfloo.1Rr. All dulls r4J4rr*4. Corlinraie * 777 Chrysler Drive • Darlington, WA l8233* Phone 360.733.19"* Fax 360.793.1980 SSW Keginn - 21IS Black Late Blvd- S.W.-Olympia, WA 40512 * Phone 360.534,9171 * Fax 360,$34.9774 NW ktglan 90 Dupont Sirtet,Suitt 5* Re111ogham, WA 9822f* Phone 364-647,6061 * FAK 360.d47.R11 t Visit our websile: ww,R.mtc:•inc_net Belfair Elementary Playshed-PO 20014400012-14%038-01,1112012014,#F61537,Page I of 2 Materials Testing & Consulting, Inc. Ceowlinica)FlighweriliXA Conwating a Spirial fmpectian 0 111aleriali Te-itine•En.irunmental Cap mtlilr¢ Es�irurxid Anernnn Cimv J9+Fl i+f.:��•�...rY' A, p F a f 4 S UPLOADED: 11/20/2014 16:58:00 Footing Transition From 4'To 5'Wide At SDCB. -' Approximately T wide continuous footing with no tranverse reinforcing. UPLOADED: 11/20/2014 17:02:00 5'Wide Retaining Wall Footing. REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager MwrMl�wslrwpYeawrgka�.r,asdasweN,war*,A,s�sdl fwlat�r nssnha araiarar0 eatsqu M sarr,ai 0 2-801-2112 Materials Teulq a.Cseseleisy.Ise. All rifira rsserr*4. Corporals • 777 Chrysler Drive* Barlington, WA l8233* Phaae 360.730.1990* Fox 366.755.196o 6W Region • 2118 Black Lake Blvd_ S.W.*GI}mpia. WA 90312 • Phone 360,334.97t7 * Fax 360,$34,9779 NW Rolloa * 805 Dupont Street, Suite 5 * Bcili■Qham, WA 9822E* Phone 360.647.606t * Fax 160."7.81 tl Vigil our welibite: NW#.m tc ioC_Ibt1 Belfair Elementary Playshed-PO 20014400012-14K038-01,1112012014,#F61537,Page 2 of 2 Materials Testing & Consulting, Inc. 4tTC C:,w�lechnicrl Fnigirvetrinp A Conwping*SpeKial Insprstirm*Material%Tntinc t E:n.ir+mmMnlal C'-1110M v- Tax ri i-* d 4"Umn v Sinn I MI 1�. :`. Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report #F61537 CLIENT North Mason School District DATE :.11/20/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 11/20/2014 Time Onsite: 04:34 PM Weather Conditions: Cloudy,40 F. Inspection Performed: Report Profile: ®Any Deficiencies Noted Comments: Sheets:C8,C14;C16 Details:H,I/C14;6,7/C16 Location:North to North East side of project Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into Stem walls within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. 1.Reference picture below.Where the footing transitions from 4'wide to 5'wide there is a storm drain catch basin located in the middle of the footing.The reinforcing steel continues on the south side of the catch basin but the tranverse reinforcing was not placed in this location. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: 49s,+r�,�+�._.�n..+,.:�.:w.....i.....rh e+st.M�wdl*��ndkws.NtP��i w�wl.a�.il+pieY�r weerw/gMaeM�il�dAee+.adw�wieMwMnr�**rM*sY.uMlwkwe r,ncr tr.t rxpdry tasnpYYt+Ynti'tiyer M-rgw+t.0 26*1•2412 Motorists Tastier a C'o*bloter.iar. All rl{iu rta*rr H. Corporate * 777 Chrysler Drive * Burlington, WA 08233* Phone 360.733.1990* Fox 360.755,1900 SW Region * 211E Black Lake Blvd. S.W.*Olympla. WA 90a12 * Phone 300.234,9777 * Fox 360,334,9779 NW Region * 803 Dupont Sttet.t,$vile S• Bsili■pham, WA 9822$* Phone $60.641,6061 * Fox 160.647.01 to Visit our welisite: wwir_nitc incmet Belyair Elementary Playshed-PO 20014400012-14K038-01,1112012014,#F61537,Page 1 of Materials 'besting & Consulting, Inc. Geakv%nical Ewing d Om","link*Special ineprt#iun*Malerla1%Tt%mg•EnrinmmmlaF Calnwlli� F.m&irwrrJAnsrvnm Sims IPui'/ F.ytii 446.q w r i Sv v '✓-+- ^ UPLOADED: .O/201416:58:00 Footing Transition From 4'To 5'Wide At SDCB. Approximately 2'wide continuous footing with no tranverse reinforcing. ,%r UPLOADED: 11/20/2014 17:02:00 5'Wide Retaining Wall Footing. REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager M�arlRi�1t+rb wwsrllrawlwwdrnelrh wrn►.4rrwrrtriwrebr aMeww.h pMk w.i wswFaw.�!�wrR wA.rwi alre�/Ilrrilw!*4gfwawaI dui I Omp 0,�rt�nnh.�w4M!++R otw.7af�lwt/w3if*wrlf•+1,Ncwn,J xnA,+or�llwr agr.i,it MOB-2113 Muarl►Ir rauelrp A CrHdhlp.fwt. All rlsYu ru4rre4. Corpnrale w 777 Chrysler Drive * Burlington, WA 98233 * Phone 360.741S.1990 a Fox 364.756.1980 SW Region • 2118 Black Lake Blvd. S.W.*Olympias. WA 98S12 * Phonc 300-334,9777 * Fox 360,534,9779 NW Region • $05 Dupont Strout, Salto S • Belli■llhpm,WA 9822S* Phone 360.647.4061 * Fax 360.647.8111 Visit our Nebsite: xww-rntcJac_set Belfair Elementary Playshed-PO 20014400012-14K038-01,1112012014,#F61537,Page 2 of 2 Materials 'Vesting & Consulting, Inc. 63w: ecbnical F►fVk.rerinx A Corn" link*Specisi Inspection*hinwri:ll+Ttminc*Enrirnnrnrnlal Ca"Mllim Fzgiww*r d Phf Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38291 CLIENT North Mason School District DATE 1.1/20/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date; 11/20/2014 Time Onsite: 11:30 AM Weather Conditions: Cloudy,40s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: 4'and 5'wide footings north to north east side of project. Sample Location: Forth east side 5'wide footing. Contractor: hinestine Subcontractor:N/A Supplier/Plant:lCal Portlandn78 Qty Placed,Cu.Yd.: Slump,Inches(ASTM C-143)or W/C Ratio: 4.25 Concrete Temp,IF(ASTM C-1064): 55 Delivery Ticket#: 1044128 Job Spec.Slump:E1 Ambient Temp,IF: 48 Truck#: 737g Air Content,%(ATSM C-231): N/A Min Temp,IF:❑ Batch Time: 11:36 am Job Spec.Air:F,,5 Max Temp,IF:❑ Sample Time: 12:25 pm Mix#and Proportions: 3025,1 CY. 7771 Cement,lbs.: 22.2 --�� Coarse Agg,lbs.: 57-1951 Admixture,oz./cwt:fWRDA 64-15 Flyash,lbs.:184.4 Coarse Agg,lbs.: Admixture,oz./cwt:�- Water,gals.:115.9 — � Coarse Agg,lbs.:�— Admixture,oz./cwt:��----� Fine Agg,lbs.:11497.7 Coarse Agg,lbs.: --� Admixture,oz./cwt: C 1( Gallons of water were added ®Prior to sampling Sample Type $Compression Test Results: Received 11/21/2014 Sample Set 1 of 1 Type of Compression Test: oncrete(ASTM C-39) Lab Tests: Test Total Sample Comp. Sample Dim. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (in-) Area (PSI) Type C-617 C-1231 3043 7 11/27/2014 56,910 � 4.01 (� 12.63 4.510 ' Haroldl3enny�l 5� ❑ 3044 28 12 1812014 72.000 4.01 � 12.63 5.710 NVilliam Kilpatrick 3� ❑ 3045 28 12/18/2014 73.440 jL 4.01 ' 12.63 5,820 V'v'illiam Kilpatrick jl 3-�] ❑ r_ 3046 28 12/18/2014 75A20 4.02 12.69 5,940 William Kilpatrick 0 ❑ 1._ 3047 11 �U - -�F-0--] ❑ ❑ REQ'D Remarks: eference report number F61541. +.'tS+r.nqS+r.+hnw.Prt.,m.u..a..1..vr...J.F+.+e. A�.wrr�PC+r'Mki n#+kwr..ht*M�MawM•e./I.,fctfw Mt sFll�w�aMlfdlla9kr�lf�t►�IAnIVtM.KMtl�MkL R rwrr.-t tr..e a•xry cky nrr.rw+.beremedpo- air.rt�w gw,tt.� 3401-2213 NN!le1L1r.r*Ie1NS a CN/eldaw.tat. Alt rliYo nsfrr ll. Corporate • 777 Chrysler DFIVC • Burlington, WA 0823$a Phase 360.753-1990* Fax 364.755.1"ll SW Region + 211S Black Late Blvd. S.W-*Olympia, WA 911S12 • Phone 300-334.9777 « Pat; 3WS34.9779 NW Region • SOS Vvpoat Stlect,Suitt S . Belliagham, WA 9422$+ Phone 360.647.4061 - Fax 360."7.9111 Visit our wehsile: www.mtc•inc.nat Beljair Elementary Playshed-,PO 20014400012-14If038-01,1 a012014,#C38291,Page 1 oj2 Nrrc Materials Testing & Consulting, Inc. Geoff-helical F,r weF ttg do remmikina*Spmhtl In+pwion♦l►lnlai inh Tti ng•Enrimilmimtal CONAllike REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny,Lab Manager M+rMl.�r*rbwsn,.r4.;s..,,..A.ou...�.rrr[ ♦rAurrr••m+ r+rti.+.s.,RaPwiaawMra.Ml+e�wM�rwMeiM�itw!!IlnilddUvwrat4lwteMYalorl�'MYaeMtlM�wA.sel/�rksw nns-rhw.r.epsslrgsr�arae,NR+mad xadfr4au r.teaw�ppa:t.O Naf-1913 All r1piwrrs"r,94. Corporntr * 777 Chrysler Drive * ■erlintitsa, WA 992-1t * Phone 3".74141.19"• Fox 360.715S.1"ll sw ReRFrIn • 31 is Mack Lttkv Blvd. S.W.*Olxmpis.WA 9h312 *Phone 360.3314,97Y7 * Fax 300,534,9779 N% Reslan - 805 Dilpost Succt, Suite S * Beilisgham,WA 9$2'2S* !hone 360,647-6061 * Fax 360,647.$l 11 Visit our website: www.mtc.inc.aet Belyair Elementary Playshed-PO 20014400012-14KO38-01,1112012014,#C38291,Page 2 of Materials Testing Consulting, Inc. Grakvlmical FPWkwerinR d C'umvlling!Special lmpectitm*Mtttetiah'"'Ilc 41 F nrir,mmrntal t.' rlt Es�iresndA»nrnmv.Ginv IPRI t" as Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report#F61541 CLIENT North Mason School District DATE 11/20/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 1.1/20/2014 Time Onsite: 05:06 PM Weather Conditions: [Cloudy,40s F. Inspection Performed: Comments: Sheets:C8,C14,C16 Details:H,I/C 14;6,7/C 16 Location.North to North East side of project Level:Foundation. Elevation:See Plan: Observed the placement of 19 CY of concrete mix design#3025 into retaining wall foundations within the locations noted above. One set of 5-K x 8"j cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference reports F61537,C38291 for more information. Concrete was mechanically consolidated with high-cycle vibrator. Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code: REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager MwrdldAllr�rb'irlrfrtr�r�Ml�Ytlkrrl.bra.t,..r+#+rladke�xkbroftw4WARl.rr.dliala Not wiwililiwirwWVwil/Ar11-Wdler+.+rr.s +riw •pNrSye..dsrk*w1..w.+e4++..... areatA„w�A�wrrproMeeancB xr�M�r MrrgwrdiO NOl-1l12 Nrwrlali ToNs!l Csrlrldrl.Iae. All ria.4ar rs wrr <4. Corporate r 777 Chrysler Drive + Barlington, WA 99231+ Phone 3".7$$.1990• Fox 364.755.19190 SW Union *21IS Black Late Blvd. S.W.*Olympia. WA 98312 * Pbonc 300,234.9777 e Fax 360,$34.9779 NW Revlon * $03 Dupont Sticct,Suite 5+ Bellingham. WA 9822$* Phone $60-647.9061 * Pat 360.647.81 11 Visit our wellsite, www.mtc inc.net Belfair Elementary Playshed-PO 20014400012-14%038-01,1112012014,#F61541,Page I of l Materials Testing onsu t n , Inc, 1ofTC Geokwbivical FagaAleesing�,Con+vging r Special Inspection`Alateeish Tttfmg•Enrininmew.4 Cnarwilim FaXsw#rdAaramnmSinew IPA'r `rkn.st.,r *f'k v�. Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report#F61705 -- CLIENT North Mason School District DATE 12/01/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date:: 12/01/2014 Time Onsite: 9:30am Weather Conditions: Clear 30's*F. Inspection Performed: Concrete Report Profile: ® Standby (1.25 Hours) Comments: Reinforcing Steel: Sheet:Cl1,C16 Details:7/C16 Location: 12"Concrete retaining wall at play area stations 0+90 to 2+50 Level:T.O.F to T.O.W Elevation:Varies Observed the placement of ASTM A615,grade 60 reinforcing steel into retaining wall at the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans supplied by Shinstine contractor dated 7-21-14. Concrete placement: Sheet:C11,C16 Details:7/C 16 Location:12"Concrete retaining wall at play area stations 0+90 to 2+50 Level:T.O.F to T.O.W Elevation:Varies Observed the placement of 35 cyds of Cal Portland concrete mix design#2310 at the location noted above.Stand by time was accumulated from lack of service from concrete supplier. Sampled and tested concrete for slump,Air content,temperature,and cylinder strength testing.One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38358 for data. Concrete was placed in approximately 2'lifts by boom pump and mechanically consolidated by electrically powered high cycle vibrator during placement.Contractor covered,concrete with plastic to protect from weather. Work performed,that was visually inspected was found to be in conformance with project plans dated 7-21-14. Images: tisr alglr*rb waf�laaMswkrdraawlN VW4 l Fwoq 4000"a"Wv Okow rnnmf,x-ravdi,4 r npp Newnedw,*"as warm rprrrrA9 moo-2112 Naaarlals Torleg a Cvasulrlep,ier.. All rl;Yaa raa4rre4. . Corporate • 777 Chrysler Drivr * Darlington, WA 93233* Phone 36A.759.1696• Fax 360.735.19110 6W Rellloa • 21 IS Mack We ON4. S.W.*Olympia, WA 90412 * Phone 300.334,9777 * Fax 360,1134A774 NW Roglaa * 905 Dupont Street,Sane 3 • Bellingham. WA 90223* Phone 360.647,6061 * Fax 36d.647.91 tI Visit our wehsite: www_sntt.ioc_set Belfair Elementary Playshed-PO 20014400012-14K038-01,12/0112014,#F61705,Page 1 of 2 Mat r als Testing & Consulting, Inc. ' "` G"%ftecilnical Fapineerka A Camwitinu+Special Inspectim+Maleeish Testing•Fnrinmmtvllal t aarolliow EsginrrvdAnarawre.Simv IMI ac it UPLOADED: 12/01/2014 14:19:00 UPLOADED: 12/01/2014 14:19:00 REPORTED BY:Mike Allen REVIEWED BY:Deane Ramsdell,Project Manager 4^t+iw*MS'*Rb Ir�nri�lea6w�dawlrF irw1.Mrw�OtweMlar rrkk�r.+lt l+ Mwewf.n.�l R}c+trt whMwi�McwAJnilp#4Irdbum wtaw4iMw*n Jft Now Rsf,es.h. ww oea�hs�wp0 mnp .Y 3401.1113 a C7rarrhlq.1wr All rltilo rusrrN. Corpowale • 777 Chrysler Drive + Barlingtoe,WA 08233 a Phase 361.753.1990 v Fos 366.7S5.141to SW Reltion • 211S Black Luke Slvd. S.W.*Olympia.WA 90312 1 Phone 340.334.9777 • Fat 300,534,9779 NW Reilo■ * $03 Dupoal Stteet, Snite S + Be11lagham,WA 9822$• Phone 360.647,6061 • Fae 360.647,81 11 Visit our website: www.m►c<iac_ne1 Belfair Elementary Playshed-PO 20014400012-14KO38-01,1210112014,#F61705,Page 1 oj1 Materials "besting & Consulting, Inc. c Gralechnical EngiweerirM d Cu11whing•Special Impection a Mnl"[%Testng♦Envirurinem:al Oic-ullir% ry '`Farir,m-d A"srun—St.—I RAI % 4. Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38358 CLIENT North Mason School District DATE 12/01/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 12/01/2014 Time Onsite: 9:30 am Weather Conditions: E Clear 30s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: 12"concrete retaining wall at play area stations 0+90 to 2-50 Sample Location: station 2-40 Contractor:Ihinestine Subcontractor: Supplier/Plant: al Portland/776 Slump,Inches(ASTM C-143)or W/C Concrete Temp,IF(ASTM Qty Placed,Cu.Yd.: of 35 Ratio: 4.75 C-1064): 63 Delivery Ticket#: 1048254 Job Spec.Slump: 4+/-1 Ambient Temp,°F: 33 Truck#: 737g Air Content,%(ATSM C-231): 5.7 Min Temp,°F:❑ Batch Time: 9:11 Job Spec.Air: 5%+/-1.5°/a Max Temp,°F:❑ Sample Time: 10:32 am Mix#and Proportions: 2310/lcyd Cement,lbs.: 59 Coarse Agg,lbs.: 57-1439 �� Admixture,oz./cwt:L AREX 1 l-1 5 Flyash,lbs.: Coarse Agg,lbs.: 3/8-500 Admixture,oz./cwt: Water,gals.:113 -- -1 Coarse Agg,lbs.: Admixture,ozJcwf: Fine Agg,lbs.:11272 --� Coarse Agg,lbs.:C �� Admixture,ozJcwt: F— 15'Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 12/02/2014 Sample Set I of I Type of Compression Test: oncrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) In.) (PSI) Type C-617 C-1231 3222 12/08/2014 L3,030� 4:01 r 12.63 2.620 William Kilpatrick 3 ❑ --' 3223 28 12/29/2014 5j,59 E 4.00 12.557 44 26 1 William Kilpatrick 3 ❑ 3224 JE28 12/29/2 114 52,730 4.00 12.57 4,200 William Kilpatrick 3'] ❑ 3225 28 12,29/2 114 53,820 4.00 L 12.57 11 4.280 William Kilp(tuck_, -3 ❑ L _ 226 HOL C�J�L��_ � 0 El 0 gEQ'D ® L3,000 Remarks: eference report number F61705. M ndasirh+-brtrfla�Iwr�tdwaYttal.IaaaadparrMn IP1�nM�Mk a,iwnA.ae./l tfa*,rs glnMrr/n MawdMwilR�la4l d sAn ,w,:eM�,irri�w rtr/�r�Mra�f Mr,asa.nar4M,w w arasabaral - Yrr-O H06-2r12 Materials Testier a CaaratdaE.lac. 611 rlNrr na+rrN. Corporals * 777 Chrysler Drive + Burlington, WA 99213 * Phone 360.735-1990* Fox 3641.7)I5,1990 8W Region * 2118 Black l.tlke blv4, B.W.* Olympia, WA 9Hstz w Phone 340A34.97?7 * Fax 360.314.9779 NW Region • 905 Dupont Sweet,Suitt 3 * Bellilegham, WA 98223 * Phone 360.647,6061 * Fau 360,447.8111 Visit our we6site: www.mtc.inc_eel Bey'air Elementary Playshed-PO 20014400012-148038-01,1210112014,#C38358,Page I of 2 Materials "Vesting & Consulting, Inc. GcWeailnical F.iq*twits&Cr/11s11Iting*Spmial Ineptetion*%1n1-mish Tc%6ng!finrinmmrnlal Ctu+wllirgt ni4 Arrernonn Turn 1lIF/ 4e REPORTED BY:Mike Allen REVIEWED BY:Harold Benny,Lab Manager OA 1 rnet,Are or-wkoerodtrrn,Mr rokowmal a.ri nrrr�s.rwM/fdelraMMwYlp�4tAaw.+esM�rrlrrlwMalrtMeF.�si rS sY.rew}wkws or�n�wer/3y*r nln!Nscrr.e4 ee�iyar wis pert.a 2401-2#13 tler*rlale Tneip a CefWlrlq_lot. All rube reser•e4. Corporate * 777 Chrysler Drive * Burlington, WA 98233 * Phone 26A.741l-1990* Fox 3i0.735.19li8 SW Region * 21IS Black We Blvd. S.W.*Olympia, WA 98312 * Phone 360,334,9777 * Fax 3611.w;4.9779 NW Region • $03 Dupont Street, Suite 3* Reiilogham, WA 9822$* Phoac 360.647,6061 * Fnlc 3(1(1.r147.K1 11 Visit our wehsite: www.antc-inc_tret Belfair Elementary Playshed-PO 20014400012-14K038-01,1210112014,#C38358,Page 2 of Materiels Vesting & Consulting, Inc. (;rP4ec%nW Eagiaft-riM lit tCm"mking b Spedul Imp akm•Flnttritlls Tasting!Enrirnnmenlal t.'++ mll Enxi`nsrAdvimttncx Sute4 liuFl Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report #F61924 CLIENT North Mason School District DATE 12/09/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-0011 1 Belfair WA Inspection Information: Inspection Date: 12/09/2014 Time Onsite: 12:30pm Weather Conditions: Clear 30's*F. Inspection Performed: Concrete Comments: Onsite to perform a visual inspection of reinforcing steel placement and observation and testing of concrete placement for Retaining. radius wall footing South East side of play area and West most Retaining wall footing as follows Reinforcing Steel: Sheet:C8 - Details:6,8,9/C16 Location:West Retaining wall footing and S.W.radius wall footing Level:Foundation Elevation:Varies see plan Observed the placement ofASTM A615,grade 60 reinforcing steel into Footings at the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans supplied by Shinstine contractor dated 11-6-14 Concrete placement: Sheet:C8 Details:6,8,9/C 16 Location:West Retaining wall footing and S.W.radius wall footing Level:Foundation Elevation:Varies see plan Observed the placement of 9yd3 of Cal Portland concrete mix design#3025 at the location noted above. Observed Excessive water in footings prior concrete placement,contractor did pump out most standing water and placed new concrete into freshly placed concrete forcing water or of forms: Sampled and tested concrete for slump,Air content,temperature,and cylinder strength testing.One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38441 for data. by truck chute and mechanically consolidated by electrically powered high cycle vibrator during placement. Work performed,that was visually inspected was found to be in conformance with project plans dated 11-6-14: Images: ti'�t+rt...�+�,�A.a ena.etw,+.M. �. t.�.�. i.t.a�+t�.Ml.wbf7k*r.��a1�!kN�.tA+n./��iw*#+rw#Mt�JaMa.'trMsrhltR+R�/Me�set*.ancwY.wieM�a�tFfll�tttYt�M�Y.�tke�...s . rrf Mee tr�p:+Nr*r�rr �NMetnad tsv&jorMrwptrnt.{ 3401 -1013 Naterlsk TartiallC irl�l�r.ewr.. k11 r1iio r� rrM: Corporate 777 Chrysler Drlve 4 Barlingtaa, WA 98233* Phone 3b0.755.1990• Fox 360.755.1999 SW Regiop * 2118 Black Lapse Blvd_ S.W.*Olympia, WA 98312 * Phone 360.534.9777 * Fox 360.534.9779 Nit lieglaa * 903 Dupo111 Street;$Hite 3 e Seiliapham, WA 9822$* Phone 360.641.6461 * Far, 360.E ?Al 11 Visit out websile: wan antc-inc.net Belfair Elementary Playshed-PO 20014400012-14%038-01,1210912014,#F61924,Page I of 2 r Consulting, Inc. ' ' Genlec#Inicsi E +la t{ICunwltinr•Special Ineprstion+Male+•Mh'I'cxtanr+Fmirnnmcgllai��xrw°ahi� EaXimlorrrid:L,-.rrnan.5ime 79.iI 4� w' } - w SI fYi '. tot . E µ✓ UPLOADED:Ji12014 17:34:00 UPLOADED: 12/09/2014 17:36:00 UPLOADED: 12/09/2014 17:38:00 UPLOADED: 12/09/2014 17:38:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager a" tacn Tai,.,.h..+.+„..r.;,��....i�,.au..>r.r.++G ArA,rre�I.rrnAe t.rtFr+n.Fr l+�ir Ms�nks�.Mleperbsrr wkMMeisalAwplydafk�s. 1�sMd"LwtMMira irlsls�NM./ ws rsrr-t hwsrxp<9rya.r ra�sna Nstmsd x+diy arw�ww gnri: 1409-111IN awls Is 7esNe/t C#slelsing.lou All rliit9 r+asrrs,i. Corporate is 777 Chrysler Drive* Barlin:gton, WA 98233* Phame.3"-7SS.1990 w Fox 360.7$5.1980 SW Region * 2118 black late Blvd. S-W_*Olympia.WA 90312 * Pholic ',460-334,10777 * Fax 300,334,9779 NW Region * $05 Dupont Street, Suite 5* Reliiailham,WA,99223• Pbone 364.447.6041 * Fax 360.647.81 it Visit our website: www.mtc inc.ncl Belfair Elementary Playshed-PO 20014400012-14K038-01,1210912014,#F61924,Page 2 of 2 Matfrials Testing Consulting, Inc. MIX Ger/edlnicdl 6%,,aW&C.mAl ti,19 0 Special IH'Pmtiun•Maleriela'rfWmE!Envirunmsnhl Coaeslli F.aYirasrrd Araoriw.n Sinn l4ct1 �C Belfair Elhhentary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report#f:61926 CLIENT North Mason School District DATE 12/09/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 11 Belfair WA Inspectbn Information: Inspection Date- 12/09/2014 Time Onsite: 12:30pm Weather Conditions: Cloudy,60s F. Inspection Performed: Reinforcing Steel Report Profile: ®Any Deficiencies Noted Comments: Onsite per scheduled request for inspection of reinforcing steel placement for main frame spread footings and tie beams within the gridlines noted below. Sheets:S2.00 Details:3/S3.00,5/S3.00,6/S3.00,7/S3.00 8/S3.00,4/S3.00(Mark F4.0,F5.0) Location:A-B/I,A-13/2,A-13/3,A-13/4 Level:Foundation: Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into spread footings and tie beams within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for correction prior concrete placement. 1.Standing water observed in spread footing,all water must be removed to expose firm and unyielding undisturbed native material. 2.Clearance of 2"for spread footing mat reinforcing to edge form not maintained at all locations.ACI 318 requires reinforcing steel to be securely tied in place to prevent displacement during conveying concrete.Please verify prior concrete placement. 3.Contractor installed Dayton Superior Bar Lock type 1 mechanical couplers per ICC ESR#5064 in lieu of type 2 bar lock couplers per General Structural Notes.Contractor reportedly in process of obtaining correct couplers for installation in accordance with manufactures installation instructions: 4.Per detail 6/S3.00 Contractor installed 3/4"xl8"F1554 Galvanized hex head anchors supplied with Galvanized A563DH nut and Galvanized F436 washer.in lieu of F844 carbon washer per plan.Contractor reportedly in process of ordering and installing correct washer. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: IN�nwth'sb'1*sYr/ta�ws./wel,le rsrl.A,r�sw�lw.�.kw r�n�k NIN.s4.uwl,e..t1s>t+s se wFMwlnMaRehhwAl�nantld�..rMle�iral+ieskr�lMMrrdslwss�.wMMkws aarrl.ksr�RliNiq wn{an4ssnN sni.�orw�lwa�e,.t O MOB.11111 Mn*rlalr rutty a t:astslalsr.Isa. All rlsiu ns*rrM: Corporate • 777 Chrysler Drive • Onrlingtrn,RYA 98235 s Phone 260.7SS.1990• Fox 360.75$,19$0 Sw Region • 21 IS Blank Lake Blvd. S.W.*01yrnpia,WA 98312 * Phone .160.334.9777 • Fax 360,334,9779 NW Region * 903 Dup01111 Street,&site 3• 4e111agham, WA 9922$* Phone 360,447,6041 • Fax 360,4647.11111 Visit our websile: 4rvrw.m►c inc-met Belfair Elementary Playshed-PO 20014400012 14%038-01,12/0912014,#F61916,Page I oj1 Materials Vesting & Consulting, lie, � - Gno/echnicol Esq weI ine A C,mm;hIne 0 Special In/peclia!•Mldesials Te4me•EnvirnnmsMalt£'onwllir� 4 FmXK rnd An wnm Siam IMI i UPLOADED: 9/201 20:13:00 UPLOADED: 12/09/2014 20:17:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager M�rA'�!lt+r�lrxrenwllw.�.w�:J..ratJ,R'rTl.Mrw►wll�^M�idlt+rn�/t pAR n�ia�whw.elwrvnnr wlullr/eira�Fwl�l�afts�f�leswrKVMwIrAwMn�r,�y►ry��y. w+e nrtatfrrn r�elrr i4 wneen lS senN mtaAr/ar.iw�lnnl-e 140/-1111 Nowlrlr rvetinl i crnrrlxl\o.Inc. A11 rlRier rea4rra/. Corporate • 777 Chrysler Drive + Burlington, WA 98211 • Phnne 360.75S.1990• Fa:$60.7$5.198@ SW Region • 2I18 Black Lake Blvd.S.W.*Olympia, WA 90312 • Phone 360.534.9717 • Fax 360,$34,9779 NW Region a B83 Dupont Street, Suits 7 e Bellingham,WA 9622$• Phone 360.647,6061 • Fax 3.60.647.$I at Visit our weilsite: www.mtc=iec_net Belfair Elementary Playshed-PO 20014400012-14%038-01,U10912014,#F61926,Page 2 oj2 - Materials Testing & Consulting, Inc. Zk Cemm*nk-A F.aO►rerina ACunmMing aSeci pal In+prexiem•Maleriiil+Te+ting►EnvinmFAXiwArndAnum "Sims IM Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report #F61926 CLIENT North Mason School District DATE 1�,2/09/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# NOM2014-001 11 Belfair WA Inspection Information: Inspection Date: 12/09/2014 Time Onsite: 12:30pm Weather Conditions: Cloudy,60s F. Inspection Performed: Reinforcing Steel Report Profile: 10 Any Deficiencies Noted fici Comments: Onsite per scheduled request for inspection of reinforcing steel placement for mainframe spread footings and tie beams within the gridlines noted below. Sheets:S2.00 Details:3/S3.00,5/S3.00,6/S3.00,7/S3.00 8/S3.00,4/S3.00(Mark F4.0,F5.0) Location:A-B/I,A-13/2,A-13/3,A-13/4 Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into spread footings and tie beams within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for correction prior concrete placement. 1.Standing water observed in spread footing,all water must be removed to expose firm and unyielding undisturbed native material. 2.Clearance of 2"for spread footing mat reinforcing to edge form not maintained at all locations.ACI 318 requires reinforcing steel to be securely tied in place to prevent displacement during conveying concrete.Please verify prior concrete placement. 3.Contractor installed Dayton Superior Bar Lock type 1 mechanical couplers per ICC ESR#5064 in lieu of type 2 bar lock couplers per General Structural Notes.Contractor reportedly in process of obtaining correct couplers for installation in accordance with manufactures installation instructions: 4.Per detail 6/S3.00 Contractor installed 3/4"x18"F1554 Galvanized hex head anchors supplied with Galvanized A563DH nut and Galvanized F436 washer in lieu of F844 carbon washer per plan.Contractor reportedly in process of ordering and installing correct washer. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: A'tS"[nTi,�.h n.»rE1r+..w i.1..w...J.I..� /.,,strli.s,..rr�.it�...►�IrMRll irrM.R..dl��'K.f+.�rlsir.M+rrnl,lil/,�pq1,6s.�r,i,t�e+AOr1�,�t�+/>�.Q7r1111t+41! nrr-►fnns•-rpe-ir,;rr�xe�Hewnsd reaCM�ar.trrr err rF O 7,091•211l Met*rlals i*vrims 1 commolrins.Ise. All riLiu res*rr N: Corporal* * 777 Chrysler Drive * Barlingtaa,WA 90211* Phone 3"-73S-1990* Fax 3N.7SS.190i SW Region * 2113 Na1ct Lske Blvd- S.W.*Olympia, WA 98SI2 * Pbonc 30.334.9717 * Fax 360.$34.9779 NW Region *$05 Dupont Street,Suite 3* RelliagbAm. WA 9822S* Phone 360.647.6061 * Pat 360.647.*l 11 Visit our welisite: www.mte-inc-net Bey'air Elementary Playshed-PO 20014400012-14K038-01,1210912014,#F61926,Page I oj2 Materials Vesting & Consulting, Inc. him G"echmical F.Puir.eerilly A C-onwAing a Special Inspection•Materials Testing•Envirnnmmlal Cnawolling Y .ya FrXi rend AnraranH Sinne 110*1 a_ PF f_ F" ,n r_ UPLOADED:it.2/09/2014 20:13:00 UPLOADED: 12/09/2014 20:17:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager x-,....^r. ...,.....nrt.�;.w.n a.i.+ +t/.r.M r.rr�a.+i.+,n1�►Mer.r..NnM/cMal.M.n.li�v,*arc wl.rw,io Madfiwlrl er+Rr+1.Acllrna:r+cal"#-Ram MrYra4rYiaaM.Rse4rFww e+n:�.ha.r<ry.Aryo Tara,.Mr[wncd x.trt.,v.lws 0 3401.3112 Mnirlali Tooling 1 C04er1118t.1*e. All r1sYg4 na*nM: Curpnrute * 777 Chrysler Drive * Ilrrlingten, WA 91123$* Phone 364.733.19"* Fox 364.795.2998 SW Regions • 2118 Black Lake Blvd. S.W.*01yonpla.WA 9$312 * Phone 360.534.97t7 * Fax 360.3;4.9179 N% Rcglom * $05 Dupont Street, Suite 5 * SaIllopham.WA 9622$* Phone 160-647.6061 * Fax 360.647.9111 Visit our wehsile: www.mtc•ioc_aet Belfair Elementary Playshed-PO 20014400012-14X038-01,121092014,#F61926,Page 2 oj1 Materials Testing onsu tin , Inc. G hniml Fwwra"rined,Cim>ulIins•Sprciel 1 1%Taking•Fn,i.,rlmenlal f'.v,.06—, foxier.rrr�dAararartrc.Girthltr.{l � rA4, r. � � t f 7All �u UPLOADED: 12/09/2014 20:13:00 UPLOADED: 12/09/2014 20:17:00 REPORTED BY:Mike,Dudley REVIEWED BY:Deane Ramsdell,Project Manager aa�ea�+�Ir�r•tr.�et�IR�1�4�},an4slrlRfr�I�Yrtxlll�rlMR��plTll�L'#i.1)tf�+.---e�fJl�l�!-�Rr4jG!leRl�r!/i1�rEM�Rf�/rlr41J4/I�Cl4.iR°7S�R�llrrrl�tt�r�l. 'el�[�'�1erl�Arh.!{IF�IRWlA9 erntwhrarKp arepru a wwr'wxafryar wieAgmi--f 3401-1111 INvwriala 1°aatle.A C■arelalel.Inr. All rifiu raasrraa. Corporate • 777 Chrysler Drive+ Osrlington, WA 99233 * Pbaw*3641.753-1990• Fox 360.795.1996 SW Region 2118 Slack LAkc Blvd. S.W.*Olympia.WA 90512 * Photto 360,334,9777 * Fax 360,134,9779 NW llenign * 603 Dupont Staroet,Suite 5* Belli■llhum, WA 9822$* Phone 360.647.6061 * Fol; 360.447.E 1 t t Visit our we6site: Yrww_mtcJnc.me1 Belfair Elementary Playshed-PO 20014400012-14K038-01,1 2/0 912 0 1 4,#F61926,Page 2 of 2 Materials 'Fasting Consulting, Inc. 14tTC Gao wlinical Foogk eeriM&ConvAing o Spacial lnipwion 6 Mal"IN Tt-46"r r Fnrintnmanlat ce wllks J'-Viw* dA.11+naatarl lllfl *• Belfair Elementary Playshed - PO 20014400012 -14KO38-01 Field Report: Reinforcing Steel: Report#F61926 CLIENT North Mason School District DATE PROJECT LOCATION 22900 NE State Route#3 PERMIT# C Belfair WA Inspection Information: Inspection Date: 12/09/2014 Time Onsite: 12:30pm Weather Conditions: Cloudy,60s F. Inspection Performed: Reinforcing Steel Report Profile: C9 Any Deficiencies Noted Comments: Onsite per scheduled request for inspection of reinforcing steel placement for mainframe spread footings and tie beams within the gridlines noted below. Sheets:S2.00 Details:3/S3.00,5/S3.00,6/S3.00,7/S3.00 8/S3.00,4/S3.00(Mark F4.0,F5.0) Location:A-13/1,A-B/2,A-13/3,A-13/4 Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into spread footings and tie beams within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for correction prior concrete placement. 1.Standing water observed in spread footing,all water must be removed to expose firm and unyielding undisturbed native material. 2.Clearance of 2"for spread footing mat reinforcing to edge form not maintained at all locations.ACI 318 requires reinforcing steel to be securely tied in place to prevent displacement during conveying concrete.Please verify prior concrete placement. 3.Contractor installed Dayton Superior Bar Lock type 1 mechanical couplers per ICC ESR#5064 in lieu of type 2 bar lock couplers per General Structural Notes,Contractor reportedly in process of obtaining correct couplers for installation in accordance with manufactures installation instructions. 4.Per detail 6/S3.00 Contractor installed 3/4"xl8"F1554 Galvanized hex head anchors supplied with Galvanized A563DH nut and Galvanized F436 washer in lieu of F844 carbon washer per plan.Contractor reportedly in process of ordering and installing correct washer. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: Aif1ft4W rrwaAkstAa,*adr,waNh Rrafi Ar�er�rewta►}re,lkwr,tla ldttN*,,.rt...,AI R7*,*�e wlnde*d�MaMltr ld l+ tof aRc++s.wCw ,tletNenMldt'MMM,+idtainddtrA.nM.W!+a* tadrdxaw wesd9iy frt�av It samcd R,cedMe uwdtarR Ryn.y : ?r,y# -Jell eosterltlr rddtlae■Ctdrumns.one All ridist rtdtrrdd. Corporate e 777 Chrysler Drive s ®nrlington, WA 911233* Phone 3641).M.1990 v Fos 360.10S.1"S SW Region * 21IS Black Lake blvd. S.W.*Olympia. WA 90112 * Phone 360,534,9177 * Fax 360,S34.9779 NW Region * $05 Dupont Street, $nice 3* Bellingham,WA 9922s* Phone 360.647.061 * Fax 360.647,10111 Visit our website: x&jL rntc.int_n e Belyair Elementary Playshed-PO 20014400012-14K038-01,12/0912014,#F61926,Page I of 2 Materials Testing Consulting, Inc a MTC G1+alecflnical F.l�a.rtrrill):lk CnnalUink a 5pt+cilll latprrtioll f Fllnetillb 7e�ting o F.,n.ir+nmral-,I i'nn.ull� Faxmand Anurunm Sim IMI �+t., -�,.;:••�" Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38441 CLIENT North Mason School District DATE 12/09/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 12/09/2014 Time Onsite: 12:30pm Weather Conditions: Cloudy 60's*F Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): r Location of Placement: West Retaining wall footing&S.W.radius Retaining wall footing Sample Location: Same as above Contractor: hinstine —]Subcontractor:L Supplier/Plant:,Call",Itlund'778 � Qty Placed,Cu.Yd.: of 9 Slump,Inches(ASTM C-143)or W/C Ratio: 5.00 Concrete Temp,IF(ASTM C-1064): 71 Delivery Ticket#: 1053877 Job Spec.Slump: 4+/-1 Ambient Temp,IF: 55 Truck#: 7223 Air Content,%(ATSM C-231): 1.2 Min Temp,IF:❑ Batch Time: 14:07 Job Spec.Air: 1.5 Max Temp,IF:❑ Sample Time: 14:50 Mix#and Proportions: 3025/lyd3 Cement,lbs.: 25.5 Coarse Agg,lbs.:11951 -� Admixture,oz./cwt: 64 Flyash,lbs.: 89 -1 Coarse Agg,lbs.:I Admixture,ozJcwt: Water,gals.:116 Coarse Agg,lbs.:I Admixture,ozJcwt: Fine Agg,lbs.:11507 Coarse Agg,lbs.:I Admixture,ozJcwt:r 7 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 12/10/2014 Sample Set 1 of 1 Type of Compression Test: Lab Tests: Test Total Sample Comp. Sample Dim. Break ASTM ASTM New Log# Age Date of Test Load S Area(Sq. Strength Tested ) (Days) (Lbs.) (In') In.) (PSI) Type C-617 C-1231 3234 L7 12,I6/2014 33,805 4.01 j 12.63 2,680 William Kilpatrick 5 ❑ 3235 �28 01,062015 49,485 4.02 900 William Ki1paU 3 ❑ 3236 E28 01/062015 48,065 4.02 12.69 �3,790 Wilham Kilpatrick -3 ❑ 3237 E-2'8 01 06'2015 45,630 4.01I 122 63 3,850 William Kiipatnckk _ 3�� ❑ 19 0 I ❑ ❑ REQ'D ® 000 �� Remarks: oncrete placed by truck chute.Please reference report#F61924. Af enA`1.Ir w�wanPr•:a•�.s�.r.w.r..i.4..w•!II*wak+►ftlleh.de�MIk ariavwt••./1 atRr*nr aAnNti�MaaatiFwdlnetsp•IAewrNwMlallwtbl.�Mfaa.IF�.wr1YrR�r a,atra hr.r•,epev+yw nNuunNae.iyv+ritfgwri. 1401-1112 M.arlal.rastlry a C..ruhlaa.1m. All r1pbis nun N. Corporate * 777 Chrysler Drive * Burlington, WA 99233* Phase 360.7341-1990* Fos 364.755.1960 Sw Regian • 21IS Black, Late Blvd. S.W.*01)mpia, WA 90312 • phone 300.334,97T7 * Fox 360.f34.9779 NW Rcglom • 60S Dupoal Street, Srite S • Bellingham, WA 98225* Phone U0.647.61161 • Fax 360.647.2111 Visit our wehsite: wr►va.mtc-inc.nel Bey'air Elementary Playshed-PO 20014400012-14K038-01,1210912014,#C38441,Page I of 2 Materials Testing & Consulting, Inc. G-*"'hnirul 1 nycir■nrinr,A a Special la%Wctiun a MatsviaW!"tme►Envinmmmtat ComouhiC F.+c nwNWArwwwwWSiwarHW ` REPORTED BY:Mike Dudley REVIEWED BY:Harold Benny,Lab Manager AN ke"A, wu��eMec.l.wwroe..r�!inn.■�cwM+dr,�aMa.e�iM■�Mwwlr.te�ws.> .iMrawtrwwM■�e■#M/�a�Y.M�M■Fur� s■■s bmmnppftswp-Is=wrd^■agor*i■wgs,e.O 1401-2117 Mnolsk Tas■1■y a Css■rldos.Im. iA 11 rlaN■r■s*rrsa. Corporate * 777 Chrysler Drive * ■rrllni ten, WA 4823J * Phone 3"JU-1995* Few 364.7S5.1990 SW ktgino * 211$ block Lake 91v4. S.W.*OlymplS, WA 98312 * hheno .100.534.9717 * Fox 360.334.9779 N% livalo■ * $03 Dupool Street, Suite 5* Bellingham, WA 08225* Phooa 364.647.6061 * Fax 360.647.81 t t Visit our website: www.mtc.jnc_ne1 Belfair Elementary Playshed-PO 20014400012-14K038-01,1210912014,#C38441,Page 2 of 2 Materials Testing & Consulting, Inc. t:r,le ninl wmi-"rinr.l4 Ctm"Aing a Special Inspection a Malec h Tc+tinr Is Fn0nmment:0 C�mlliv% F itrmd,lnnran,v.Gin.-r JRAI t.,^v 1p ♦4" r Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report 8446 CLIENT North Mason School District DATE g*2/10/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 4k Belfair WA Inspection Information: Inspection Date: 12/10/2014 Time Onsite: 1:45 pm Weather Conditions: Showers,50's*F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Spread Footings/Continuous Footings @ A-B/l,A-B/2,A-B/3,A-B/4 and West Retaining Wall Footing, North End. Sample Location: Spread 1 ooling,'a A 2 3. Contractor: hinstinc (Subcontractor:L_" Supplier/Plant:C'APortfand/778 Qty Placed,Cu.Yd.: of 19 Slump,Inches(ASTM C-143)or W/C Ratio: 47 Concrete Temp,IF(ASTM C-1064): 62 Delivery Ticket#: Job Spec.Slump: 4+/- 1` Ambient Temp,*F: 54 Truck#: Air Content,%(ATSM C-231): N/A Min Temp,*F:R Batch Time: 2:20 Job Spec.Air:F.5 Max Temp,*F: Sample Time: 2:45 Mix#and Proportions: 3025 Cement,lbs.:4200 — —� Coarse Agg,lbs.:119,560 Admixture,oz./cwt:VIRDA 64. 150oz.. Flyash,lbs.:1840 Coarse Agg,lbs.: Admixture,oz./cwt: Water,gals.: 960 Coarse Agg,lbs.: Admixture,ozJcwt: Fine Agg,lbs.:.15,420 Coarse Agg,lbs.: Admixture,oz./cwt: I1 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 12/11/2014 Sample Set I oft I"N"pe of Compression Test: Concrete(ASTM C-39) ! Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 3254 7 1_/l7/2—� 014 61.920 4.O1 ]E12.63 4,900 William Kilpatrick 5 ❑ [ 3255 [ 28 01/07/2015 80.920 401 ]L 12.63 ]E6.410 William Kilpatrick P � ❑ T 3256 28 01/07/2015 82 640 _ }.02 IL 12.69��6.>10 \William Kilpatrick 3� ❑ 3257 I, 28 i'0L/07'2015 79,875]E" 4.01 lj([-2 63 ,320 William Kilpatrick 3,� ❑ F__''-58 II _ __ Jl --�� 1J ❑ ❑ REQ'D ki Remarks: Concrete placed by truck chute and consolidated bhand.Please reference report#F61948. a t.r..,,,,�,.-.k..«.*t.,.-.,,.1.......t..•,+?.OnyWo*111i td, Imp-i etwMeeaeh.r�eAtk�Mw r•er:rh.nrepivr;tic rR+n.Nt.,n.-1:K,fi*�wi�t .9 M4-S!1!Materials Testing i faat*Nlq.rot All N*�o rusrtH. Corporate * 777 Chrysler Drive * Burlington, WA 9I1233* Phone 360.7SS.1990* Fax 3641.753.1980 SW Regloo • 2118 blact Late Blvd. S•W * 01)mpia. WA 98312 * Phone 360.134.9717 * Pax 360,534.9779 NW Region • $03 Dupont Street, Suite 3 e Retlinrhnm, WA 88225* Phone 360.647.6061 * Fax 360.647.2111 Visit our wehsiie: veww-mtc itvc_net Belfair Elementary Mayshed-PO 20014400012-14K038-01,1211012014,#C38446,Page 1 of 2 Materials Testing & Consulting, Inc. NIT Gr**ecbn1rW Ba/plrrllI &CbnJmN"i a Ma W&TeWmc•En.irnnmenlat Cawoul1 R E.Wwwred Anrrr11g11r,�i111y llVlfl REPORTED BY:Benjamin Erskine/Tim Macke REVIEWED BY:Harold Benny,Lab Manager Ila1Pk►.�lr+4*trM*INIf71*N1�IuriJ111i�RlMllit�r�M�1I1R71AfA�Rt+R�t11/KV4rMMkt#lrlhR.�Ir�q��S'R�rMM1�RY�W1�Y/r�NtlrrArR# I�M�tR�M�.A9ryi�Arl.M.rl*r�llklF111' Vmftmw.* * fwn .N 3495-3112 MufrlaB Tastier A Csaralrhrr.far. All rlgbv rssarr*1. Corporate * 777 Chrysler drive+ Darlington. WA 98233 * Phone 3".733-1996• Fox 360.7$3.1990 SW Region * 21 IS Black Lake Blvd- 3.W.*Olympia.WA 96St2 * Phone 160.534.9777 * Fox 360,134,9779 NW Region * 505 Dupost Sttset, Suitt 5* Bellingham.WA 98225* Phone 360.647.6061 * Fax 360.647.Si It Visit our website: www.mic ioc.nee Belfafr Elementary Playshed-PO 20014400012-14K038-01,1211012014,#C38446,Page 2 of 2 Materials Testing & Consulting, Inc. `tee Cl+Accimicol Fgtir—inA e Spedul Imprttial 0 FlwIwial%Te+tinr+Fnrinonmenlal C wmilling FAXiwarrJA"wrnnm.%inrel6'h! r` N�•+�a:,d v� Belfair lementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: R, rt#F61948 CLIENT North Mason School District DATE 12/10/20qf PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 12/10/2014 Time Onsite: 1:00 pm Weather Conditions: Showers,50's*F. Inspection Performed: Concrete Comments: Aa wniR�pt+rb'w+nMelruOwurlr�lrMrwR IY,��dpwrNlur bdk*a.4�r'An,�laewMra.11gauuw rrl rr�nNawFYwilp�ltAdlrwrheelhlYrwr6*111 a Wforbo,Y.rrrrltrkr,� a §=1ff+up4i44w up -Is 'pui4e oWmw waL e1 2401-1111 Mn4rlkle ruNq l t'rurultlay.tnt. *IF riiio rss+rr*4. Corporate • 777 Chrysler Drive* ■srlingtao, WA 98233* Phone 3".7311-1990* Fax 36111.736.1990 SW Reglos • 21IS Black We Blvd. S.W.*Olympia. WA 98S12 0 Phone 360,534.9777 * Fax 30'$34.9779 NW ReNjew * SO$ Vvpost Street, Suite 5 * Bcllislham, WA 9822$* Phone 3ti0.647.6061 * FAt 360.647.1111 Visit 9or website: yrww.mlc ilsc.t+ct Belfair Elementary PWshed-PO 20014400012-14R038-01,1211012014,#F61948,Page I of Materials Testing & Consulting, Inc. GcnAtc%"ical E waine A CImeakink•Spodal Intpertiun MMttrialx Ta etme!Enrinmmental t'aeemlliag � 4imn I#1 On site to perform a visual inspection of reinforcing steel placement and observation and testing of concrete placement for fou> ation footings West most Retaining wall footing as follows REINFORCING STEEL:Reference report#F61926 dated 12/09/14 and#F61924 dated 12/09/14. REINFORCED CONCRETE: Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for correction prior concrete placement. 1.Standing water observed in spread footing,all water must be removed to expose firm and unyielding undisturbed native material. WATER WAS REMOVED TO THE BEST OF THE CONTRACTORS ABILITY VIA WATER SUMP-PUMP AND THE REMAINING WATER WAS DISPLACED BY CONCRETE.CONCRETE WAS NOT DROPPED THROUGH THE WATER. 2.Clearance of 2"for spread footing mat reinforcing to edge form not maintained at all locations.ACI 318 requires reinforcing steel to be securely tied in place to prevent displacement during conveying concrete.Please verify prior concrete placement.CONTRACTOR MADE ADJUSTMENTS TO EXISTING REINFORCING STEEL TO MAINTAIN CONCRETE COVERAGE. 3.Contractor installed Dayton Superior Bar Lock type 1 mechanical couplers per]CC ESR#5064 in lieu of type 2 bar lock couplers per General Structural Notes.Contractor reportedly in process of obtaining correct couplers for installation in accordance with manufactures installation instructions.CONTRACTOR INSTALLED TYPE 2 LINTON BAR-LOCK MECHANICAL COUPLERS PER GENERAL NOTES. 4.Per detail 6/S3.00 Contractor installed 3/4"x 18"F 1554 Galvanized hex head anchors supplied with Galvanized A563DH nut and Galvanized F436 washer in lieu of F844 carbon washer per plan.Contractor reportedly in process of ordering and installing correct washer.CONTRACTOR INSTALLED GALVANIZED3/4"DIA.F1554,GRADE 36 BOLTS. Embeds:N/A Anchor bolts:3/4"Dia.,F 1554,grade 36 x 15"long anchor bolts per detail 5,6/S3.00 and building manufacturers shop drawings. CONCRETE PLACEMENT: Sheets:S2.00,C8 Details:3/S3.00,5/S3.00,6/S3.00,7/S3.00 8/S3.00,4/S3.00(Mark F4.0,F5.0) Location:Spread Footings/Continuous Footings @ A-B/1,A-13/2,A-13/3,A-13/4 and West Retaining Wall Footing,North End. Level:Foundation. Elevation:See Plan Observed the placement of 19yd3 of Cal Portland concrete mix design#3025 at the location noted above. Observed excessive water in footings prior concrete placement,contractor did pump out most standing water and placed new concrete into freshly placed concrete forcing water out of forms. Concrete was sampled and tested by MTC Rep.Ben Erskine for concrete slump,temperature,and compressive strength cylinders.One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38446 for data. Concrete was placed by truck chute and mechanically consolidated by electrically powered high cycle vibrator during placement. Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable codes. Images: A'ISM+,�,r+ha,w,:r'<Icao r..xrinavawyh lr•+4 A,lw,r(�I ,"On"Okwm r rok"WoVAM�41ft}["M"**NOW*W 11vMlt4rlo0lf.Ml�l�lrll/l1�MOr/�tl��# .APMk�!MI II nnrr tr.hrep�ly wrp,rt.N ar„cieniq"W0M0P, a 1,11811-1t13 tl steria re Tooting A Coeseleing.tnc. A11 rJaMe rawtO4. Corporate • 777 Chrysler Drive • Burlington,WA 9823S• Phone 3".739.1996• Fox 360.7S5.1980 6W Region • 21 IS Black Lake Blvd. S.W,'Olympia,WA 98312 • Phone 300-134,9777 • F401K 360,$34.9779 NW Region • 905 Dupont Strect, Salle 5 + Belli■gham,WA 9822$• Phone 360.647.061 Fox 360.647.9111 Visit our wehsile: www.mtc,aoc-set Belfair Elementary Playshed-PO 20014400012-14K038-01,1211012014,#F61948,Page 2 of 4 Materials Testing & Consulting, Inc `iTC Ceatechnical F.rsgiswerirrr lk Gmwltint•Special hlrpecticm•Materials Tt%tine•Envininmenlal C.w mlliwg Fmgime wdAe wun Siam 1f*1 k.„" -+va't"• I� y2+ a r i Y $ f a a v av UPLOADED: 12/10/2014 16:59:00 UPLOADED: 12/10/2014 16:59:00 Aa rwwr#lrwb.leir.raarw..a..e1-WN4&N wV0r wjM ndkwmk FMk ed—wl.ae.dl eWwew SOWN*w Oreeernw"p- oll ardlww.n+of wNp htrrr++M er"kww Y.w I w nesr6�nie^fq errywu Yewne/sdirdarMw end-0 7001.lel7 Merarle.le iseeial a C•feeYINIw/.I", All ri{Yu rea*rrr1. Corporate • 777 Chrysler Drive + Burlington, WA 98M+ Phase 3".73S.1990• Fes 340.795,1936 SW Region 21IS Black Luke Blvd. S.W.•Olympia. WA 98SI2 • Phone 300.534,9777 • Fax 300,S34.9779 NW Reglon • 803 Dupont Street,Suite S• Belliayham, WA 98223 0 Phone 360.647.6061 • Fax 3160."7.2111 Visit our wehsile: yrwn.mtc iz .noes Belfair Elementary Playshed-PO 20014400012-14KO38-01,1211012014,#1761948,Page 3 of 4 Materials Testing & Consulting, Inc. GtmfteilRkW F.49kWerine A!.'unwltintl•Special Inspection a Mtlbl+ h Tt-Ainc!Fn.drnnmrnlal C2 tr.-lNM F-wXmwsrnd Anuranc a Sutm IVAJ + a+ r CALF LAka srgFe1. ,`•,.•• Yn 0�iyn Nd 34Y5 Mt9 b w # ro r L' �be1W 63 CAL?ORTL,AND •. ,ems .,.. �. .: ; • d.i s�Yw ,! YserlLv+e r•a it ,::, i. �+;'M�kii.>s i4Y tl.a S��.Y•Wwe,s e, UPLOADED: 12/10/2014 17:00:00 i UPLOADED: 12/10/2014 17:01:00 REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager A-r awNl—Mk--n c�mkrm-t gets erdkmw Ae,iM�a./tk►g�...rwa...en.ti.,.�.a..ww nett*hmt gr�Vwr,t{yn,MrzxnW at+�r4 as.ttv►prt,t.0"Of-1112 Nntriait Tattler It Ctetaltlall.rat. All rliYtt rta4r.44. Corporate a 777 Chrysler Drive * Burlington, WA 91123..4+ Phone 160.7SS-1990 a Fax 366.7II5.1989 SW Regloa • 21IS black Lake Blvd. S.W.•Olympia, WA t19312 * phone 400.5,14,9777 • Fax 360,534,9779 NW Region • 503 Dupont Stioet, Suite 3 • Reilialiham,WA 9822$* Phone 360.647.6061 • Far 360.647.$l 11 Visit our website: www_mtcJnc.net Belfair Elementary Playshed-PO 20014400012-14K038-01,1211012014,#F61948,Page 4 of 4 Materials Testing onsu t n , Inc. Geolrcbnical Fvgkweriag 8,ComwNing*Special Imp"tiim•blelarimb Te+ting*F"kin'tlmenlal Owt-'ll ri Fayrierared Anaraner Simi IMI Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 -Compression Test: Concrete: Report CLIENT North Mason School District DATE qM5/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# I2014-001 11 Belfair WA Inspection Information: Inspection Date: 12/15/2014 Time Onsite: 13:00 Weather Conditions: Clear 30s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: 12"concrete retaining wall at play area Sample Location: Same as above Contractor: hinestine Subcontractor: /A Supplier/Plant:ICal Portland/776 Slump,Inches(ASTM C-143)or W/C Concrete Temp,*F(ASTM Qty Placed,Cu.Yd.: 10 of 10 Ratio: 5.25 C-1064): 71 . Delivery Ticket#: 1057591 Job Spec.Slump: 4+/-1 Ambient Temp,*F: 45 Truck#: 7620 Air Content,%(ATSM C-231): 6.p Min Temp,°F:❑ Batch Time:�13:14 ] Job Spec.Aire 5%+/-1.5% Max Temp,*F:D. Sample Time: 14:05 Mix#and Proportions: 3310/lyd3 Cement,lbs.: 60 —� Coarse Agg,lbs.: 7-1632 Admixture,oz./cwt: AREX I I-6.5 Flyash,lbs Coarse Agg,lbs.: /8-288 Admixture,oz./cwt: Water,gals.: 4 Coarse Agg,lbs.: Admixture,oz./cwtt Fine Agg,lbs.:11300 Coarse Agg,lbs.: Admixture,ozJcwt: Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 12/16/2015, Sample Set 1 of 1 Type of Compression Test: IConcrete(ASTM C 39) Lab Tests: Test Total Sample Sample Dim. Comp. New Log# Age Date of Test Load Area(Sq. Strength Tested By Break ASTM ASTM (Days) (Lbs.) (In') In.) (PSI) Type C-617 C-1231 3313 7 12/22/2014 53,075 jj 4.O l A T2.63 4,200 William Kilpatrick 3_j ❑ 19 3314 28 01/t2/2015 66.315 4.61 12.63 5,250 William Kilpatrick ❑ 3315 28 O1/12/2015 69,090 4.01 17i2:63— 5,470 William Kilpatrick 3� ❑ —� 3316 [:28 O1/12/2015 �68,200 4.02 12.69r�� William Kilpatrick J ❑ 3317 A E 11 �..._-_- � ❑ O . REQ'D _I Remarks: eference report#F62033 A7eaAwrl►w�iaairl�rle:•erleh tcw*,Me:nWRiinrl°a ivdlkn.flr�Mlr wlesewlrv.t!!+ala�aaz wllelYM�irta,AMrY/wr�nlirwkMaAbM,MnAsYlwlM. be . . an�ra�aRpayaar�newsemadexray�rriaisaAwn@.0 2001-2612 Maferlali rraeinq a C*eia-sting.rat. All rigiRs reserr*4. Corporate • 777 Chrysler Drive • Rarlingtsa,WA 98233* Phone 344.755-1990* Fax 364.79S.1"S SW Region * 21IS Black Lake Blvd- S.W..*01yonpia. WA 911312 * Phone 360,334,97T7 * Fat< 360,S34.9779 NW Region * $93 Dvpost Street,$vile S* Relliogbam,WA 9822$* Phone 360.641,0961 * Fax 360,447311 s Visit our websile. www.mts-ine-■et Belfair Elementary Playshed-PO 20014400012-14R038-01,1211512014,#C38490,Page 1 of 2 Materials Testing Consulting, Inc. Gaa"liicall F09Wftrint d Cwl"uhinr r Spatial Inlprcstial+Mlgerialr'Pa lg•Euvinrnmsntai C�elwlli REPORTED BY:Mike Dudley REVIEWED BY:Harold Benny,Lab Manager M Selll..qmlr'rM'MwMAl�rsswA.awt*MfYs�nK,dYrasswaall**�l�laa4e*w Mr pANc w�w�rwlyet.e[t+R7rre'RwMIMwIN!asMhsidlildew.rcMlYlwh�lMkrM�r'1�oal�fMieleMl.�wltMr/ na>lrr+Ile�nr��wA'�w�epN www/perly arMrs�wE.9 2401 irl]Mwcrlals Tastl rr a Cosselelnr.1w, All r{y Mee rfasrreC Corporate * 777 Chrysler Drive * Burlington,WA 90233* Phone 3".753.1999* Fax 364.755.19$0 SW Reltival * 211$ $Tact Gate Blvd. S,W.*OlyfflPia,WA 90412 * Phone 360-534,47't7 * Fox 3b0,S34,9179 NL+Ii Region * $05 Dupont Street, Suite 5* Beilia2ham.WA 9822$* Phone 369.647.4001 * Fac 360.647,$111 Visit our websiie: www.mtc 6nc_wet Belfair Elementary Playshed-PO 20014400012-I4K038-01,1211512014,#C38490,Page 2 of 2 Materials Testing & Consulting, Inc. Co-A".-hnir a1 CVnftdting i$peciel lnspWitm M INel"15'r" ng a Enrininmrnlal Cmmltiilj, FbgivsrcidA"umnm.Sinm JM Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 Field Report: Visual Soil Inspection: Report#F62079'V CLIENT North Mason School District DATE 12/16/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014_ -00111 Belfair WA Inspection Information: Inspection Date: 12/16/2014 . Time Onsite: 14:00 Weather Conditions: Overcast/rain 40s F. Inspection Performed: n Comments: Onsite to preform a visual inspection and testing of compaction efforts of 4"import CSBC material placement for playshed area as follows. Sheet:C9 Location:Playshed Elevation:-4"below finish grade Detail:5/C 16 Sound Excavation placed 4"of brownish Grey 3/4"minus CSBC material and performed compaction using double steel drum roller prior MTC arrival. Per project Superintendent Mike with Shinstine Associated,the Geotechnical Engineer accepted native subgrade conditions prior MTC arrival. All material appeared to be firm and unyielding at time of inspection.No deleterious materials or organics were observed during inspection.Multiple tests from a Nuclear Density Gauge were attempted but Gauge was picking up native subgrade material during testing and MTC could not verify actual compaction percentage although all areas were very hard and would not accept 1/2"T-probe. To the best of my knowledge,all work performed in accordance with project specifications and approved plans dated 11-6-14 Images: UPLOADED: 12/16/2014 16:33:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager /:lt Rv�se�lftataries�HaiF,+�+d,s,sMh 1!r,i,4,e�wD�Aa nalhowwUe pAne e4auwMe.tlegeeYiee wAalYM®Mae�MwW�ell�ddNe+s.wl*�Nlikn�Korl+�M+If�M�a6.K+1�s�AMw neuveAew:e.rpnlry s,rt�an,Nxwr,W RMMar W�w:gnwtt.fi 7�a1-Y�12 Nutrl�li T+�eir�r1 C�ialaiw�.fat. All rlii�a r�aar++A. Corporate • 777 Chrysler Drive* 8arlingten, WA 9923S + Phase 360.73'S-1990+ Fox 366.755.19#0 SW RrRlaw + 211$ Illack Lake lllvd. SI.W-+Ulympla, WA 90112 + Phone 360.334.977? + Fax 300.334.4?14 NW 1Re0low + $01 Dnpunl Stiect,Spite 5+ 0ellimgham, WA 9R22S+ Phone 3641.641.6061 • Fae 360.647.$1 11 Visit our wabsite: wvw».mtt ic.c.raec Belfair Elementary Playshed-PO 20014400012 14%038-01,1211612014,#F62079,Page I of] Materials Testing & Consulting, Inc. k=oh Ctnt niml F.rionetring d CnnwwMina•Spetiul Inspestinn a%1,4wHal%Tettinr•Fnvirnnm!•nlat C.,n,ldti Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report #F62268 -t CLIENT North Mason School District DATE 12/24/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 11 Belfair WA Inspection Information: Inspection Date: 12/24/2014 Time Onsite: 09:12 AM Weather Conditions: I CIoudy 40 degrees Inspection Performed: Comments: MTC representative on site to observe placement and perform fielding testing of concrete placed in slab on grade on approxoimately 60 cu. yd of concrete. Rebar inspection performed by other MTC representative. Mixed was placed by 120'boom truck fed by revolving drum mixer in approximately 5"lift Areas around columns were mechanically consolidated by electrically powered high cycle vibrator during placement. Sampled and tested concrete for slump,Air content,temperature,and cylinder strength testing.One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38590 for mix details. Work performed,that was visually inspected was found to be in conformance with project plans dated 7-21-14. Images: .I It am> \ - ' 1 UPLOADED: 12/24/2014 14:05:00 UPLOADED: 12/24/2014 14:06:00 .4it.�n�t,..r......r,�..�.....i.......h r..v Ar.-r�*11•'�r^++n+!t••.•k lrMt a•��M.r..�l tywwK rl.*rsnEro..rdn�ln,saQ arir.*,txw/.eirY.�4�rar+Fnl�.aR�a...n.n.,�...... nn:+h+n r xp-.♦r sw rTat.n.crnca pr�tht>•t.trrr Mnnt 4 lies-2611 slalt►Ialt Tatelq a CaNahlas.rat. All rltiu re"rrN. Corporal* * 777 Chry0tr Drive a Burlington, WA 98211 * Phone 360.7911J996* Fez 364.7S5.1940 SW Region * 21IS 11lact1 lake IIW4d S.W.* Olympia, WA 90592 * phone 360.534.9777 * Fax 79 NW Reglo■ • 903 Dupont Stttet, Suite 5* Stillogham, WA 9R225* Phone 360.647.6061 FAu 360.64"YAl I I Visit our website: www.mte-inc.nce Be&ir Elementary Playshed-PO 20014400012-I4K038-01,I2/24/2014,#F61268,Page I of 2 Materials Testing & Consulting, Inc. "r'` Geotechnical FivgWawiasA Omwitdnp•Special In%imcdmn•Mal"l%Tawtine*EnrirnnmenlatConwhi.g w FAXimwwd Arrsrvnm Simv 1"I 4{ r� 5 I wY UPLOADED: 12/24/2014 14:08:00 REPORTED BY:William Kilpatrick REVIEWED BY:Deane Ramsdell,Project Manager M"all4drva4 Mnw WFw0wJn ledkanMr1'*kwlwwwtm.d1"mw nOrwAMwYpnq a -*W wa&.aM►NAY� r.rrwk"�vep•+��w�"YwnMrdyerriwrpnr�.O 3*01-2112 Nowll is reaN"r l C04r"I1101.Inc. 411 riiYo aagrrA. Corporate • 777 Chrysler Drive + Burlington, WA 99213+ Phone 360.7SS-1990• Fox 360.75.4.1"S Sw Region • 21 IN "tack Late btvd- S.W.*Olympia. WA 90112 * Phone 360.334.9717 * Paz 360.334,9779 NW Region • 805 Dupont Swet, Suitt 3 • Bellialham,WA 91122S+ Phone 360.647.6061 • Far; 360.647.S111 Visit our wehsite: %yv. .mtc irc.r.ec Belfair Elementary Playshed-PO 20014400012-14H038-01,1212412014,#F62168,Page 2 of 2 Materials Testing on ult ng, Inc. "`c Gro4mhnical F"Oo"ring 1S F'rmsullinp a Special Impetiivn a Malerinle rsetint!Bnrwronmenlal t wwollinx ti EarfrrsmdAn=ranm Siam 1ftS'l Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38590 CLIENT North Mason School District DATE 12/24/2014 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 12/24/2014 Time Onsite: 09:31 AM Weather Conditions: Cloudy 50 degrees Inspection Performed: Field Data (ASTM C-31) Location of Placement: New Playshed/5"SOG Sample Location: Same as placement Contractor:Vhinstinc Subcont ractor:1 I Supplier/Plant: alPortland/778 Qty Placed,Cu.Yd.: 15 Slump,Inches(ASTM C-143)or W/C Ratio:� Concrete Temp,*F(ASTM C-1064): 68 Delivery Ticket#: 1063416 Job Spec.Slump: 4+/-1 Ambient Temp,*F: 40 Truck#: 7620 Air Content,%(ATSM C-231): 5.5 Min Temp,*F:❑ Batch Time: 919 Job Spec.Air: 5+/-1 Max Temp,*F:❑ Sample Time: 940 Mix#and Proportions: 3942 1 Cu.Yd. Cement,lbs.:k94 Coarse Agg,lbs.: g 57 18900 Admixture,oz./cwt:Oarex II 3.7 Flyash,lbs.:1120 —� Coarse Agg,lbs.: Admixture,ozJcwt:�VRDA 64 17.0 Water,gals.: 129 Coarse Agg,lbs.: Admixture,oz./cwt: arccel 77.0 Fine Agg,lbs.: ld Sand 1240 ------ Coarse Agg,lbs.: --— Admixture,ozJcwt: O5 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 12/26/2014 Sample Set 1 of 1 Type of Compression Test: roncrete4ASTM C-39) Lab Tests: Test Total Sample Comp. Sample Dim. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (In') In.) (PSI) Type C-617 C-1231 3454 0 12/31/2014 53,710 4.01 �� 12.63 4,250 HaroldBenny �� _. 3455 28 1O1/21/21115 71,565 4.00 F—12 57 '-]D5 6'90 ' William Kilpatrick 3456 28 O1/21/2015 70,480 4.01 12.63 5.580 itrick _J El 3457 28 O1/21/2015 71,505 L 4.00 5.690 1, NViltiam Kilpatrick ❑ ❑ ❑ REQ'D Remarks: lease see report#F62268 for placement details. 0.1/VWw Mot c*y MmmAiNgaaWe edle�llr�ANrNwsalms.�tr�[I•■rwl!l11+1■IMew11i1Md�rRAess.Mrwlerla!bwR�R+tn7u!*si+aksAa.asYk+iww rrn.-r frr.r�Wavwnp■eYwnMpw&v raiwapw*.o zoos-isiI Busrlals rellial A.Cwirld■{.lot. All rl;io rg"TF94. Corporate * 777 Chrysler Drive* Burlington, WA 992.1+3 * Phase 360.755.1990• Fos 360.73S.1"s SW Region * 2118 Hlact I.Xim Blvd.S•Wb -01)rnpia, lWA 4di12 * Phone lbO,534.9777 * Fox 360,334.9779 NW kegles * 803 DOPOT11 Slrcel, Suite 5* Bellingham. WA 9922$* Phone 168.647,6061 * Fox 360.647.8111 Vigil our websile. ww1k.nntc-inc_oa*t Belfair Elementary Playshed-PO 20014400012-14KO8-01,1 212 412 0 1 4,#C38590,Page 1 of 2 Materials Testing & Consulting, Inc. Goalsel+nical fi�ia►eiiiq�d Cixiw1111ng*Spc+cinl Mapcailiai�alaMrriata Tesrm;a iivaawlm�alai�areullie� REPORTED BY:William Kilpatrick REVIEWED BY:Harold Benny,Lab Manager Mwwft v0i4k MIM 81 4IIF�►a4411C�MIRR}4�R M►iRl!'�I PR b:.e+�A�h rdlk w/wn►hie.�1a4►1l4le lbl04000 AIrdw-We¢4f W" got+A'rs.,r..a...,�.s......« e• whw 4R'spn!#w bwnN#esiy arwtwr q►s.i.io NO%-211IN swisfe Tsssial l Csa1r141or.Ut. Alf►1#Y44►isrrrN Corporate • 777 Chrysler Drive * Burlington, WA 98233 4 Phone 3".7541.1990* Fox 364.755.191W SIN Region 21iS Black Late bivd. S.W.*Olympia.. WA 98512 * Phone 300.554.9777 • Fax 50111.N.i4.1a77y _ N% Region 905 t)upow 5cteat, Suite 5* &eiliagbaal,WA 95223* Phone 360.647.6061 * fax 36t1.447AI I I Visit our websile: www.mic inc.nct Belfair Elementary Playshed-PO 20014400012-14%038-01,1212412014,#C38590,Page 2 of 2 Materials Testing & Consulting, Inc. GmleKiiniml F.rgereri"Z 1t CommAing a 5pecinl lnlprrtkrm•Mlderinh Tesdne i Environmental Canrrllirc FiWivmmlAnt,wa Siw IrRI sc Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report 062384 CLIENT North Mason School District DATE 01/02/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# +� Belfair WA Inspection Information: Inspection Date: 01/02/2015 Time Onsite: 9:45am Weather Conditions: Light Snow/overcast 30's*F. Inspection Performed: Concrete Report Profile: ®Needs Engineer's Approval ® Standby (1.0 Hours) Comments: Onsite to perform a visual inspection of reinforcing stee�ement and observation and testing of concrete placement for Retaining wall footing Northwest corner between catch basin#2-catch basin#3 as follows.Concrete originally scheduled for 10:00am although concrete Load#1 arrived at 11:20am, l hour standby time accrued. Reinforcing Steel: Sheet:C8 Details:E,H/C14;7,8/C16 Location:Northwest Retaining wall footing @ Sta.1+00-Sta. 1+50(approximately) Level:Foundation Elevation:Varies see plan Observed the placement of ASTM A615,grade 60 reinforcing steel into 8"x4'&8"x4'10"Footings at the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans supplied by Shinstine contractor dated 11-6-14 Concrete placement: Sheet:C8 Details:E,H/C14;7,8/C16 Location:Northwest Retaining wall footing @ Sta.1+00-Sta.1+50(approximately) Level:Foundation Elevation:Varies see plan Observed the placement of 9yd3 of Cal Portland concrete mix design#3942 at the location noted above. **Contractor placed CalPortland concrete mix design#3942 slab on grade approved mix in lieu of CalPortland concrete mix design#3025. Needs Engineers review for acceptance. Contractor provided a weed burner for Frost on forms and frozen subgrade.All areas acceptable to receive concrete,no further action required. AI SrYn�,..r..,o..r�l.:,....r.i.�.r.rye 4.r•r�.�p.rre.lnt rrerAwwNrlArk t*i�trwrcr.,near*rt+rrrtl,tled�N*wlM,r,Yllr,ragMaQ,w.rt�,�rrf�lewbrrrElnNe*Ms1rASY.awleMtw� nr>s-s hwe rn�+r mar rnvn.NKwnW x*�arMri�lnrr►.O NO/•2l12 Mu�rlr.lt Erttl,r/a Ctitrltl�r.Iwt.. All rlsrtt rusrr�. Corporate * 777 Chrysler Drive * Burlington, WA 98233* Phone 369.71115.19"* Fos 366.756.19$0 SW Regloll * 21IS Black Lake Otvd- S.W.*01?mpla. WA 98512 * Phone 360.534.9777 * Fax 360,534,9779 NW Region * 1105 Dupont Street, Spite 5* Sellioyhom, WA 9822$* Phone 360.647,6041 * Pat 360.647.SI 11 Visit our website: www.mlc-inc.nel Beljair Elementary Playshed-PO 20014400012-14K038-01,01/02,2015,#F62384,Page 1 oj2 Materials Testing & Consulting, Inc. NIT Cti�ylecilnieal EuBieerilM d CuntuAin�*Spocinl Inspection*Mis!"Ib Testing*En OssrtiNtM 4ax-onlAaswnaw*Si.*1991 Sampled and tested concrete for slump,Air content,temperature,and One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38631 for data. All concrete placed by truck chute and mechanically consolidated by electrically powered high cycle vibrator during placement. Work performed,that was visually inspected was found to be in conformance with project plans dated 11-6-14. Images: t� UPLOADED:01/02/2015 15:36:00 UPLOADED:01/02/2015 15:37:00 gF'AV 1INS— ; F.„ � _ m 4 1 Zy UPLOADED: 01/02/2015 15:3 :00 UPLOADED:01/02/2015 15:38:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager Mae,MA,w01!*rywaeaYMa\aa\td,•na,M,i.+i..Mt+•rt�t*�,*r.3r.•dk*w,k{�we aMauahea.Mlgo,Yawwldtel.ha�fih�ld�afa�leewaMAwlrlwt�l�LYAMstlnrtM.uwMRws R1tw�h\asR^3y s.wp\u Yt\nal xalq ar NergM,d` 1*01 -1t12 Nnarlsla Tittle#i CLatYM1I\t.tat. All rlali\t ratfr,M. t`orporat* * 777 Chrysler Drive* ■orlington, WA 492,43* Phone 3"-793.1440 • Few 364.785.1960 sw Region • 31IS Black Late Blvd. S.W.• Olympia. WA 90312 • Phone 1(0.334.9777 • Fax 360,S34,9779 NH Itcklan * 803 Dlupost Street, Suite 5* Bellingham, WA 9822$* Phone 360.647.6061 * Fax 360.647.1:111 Visit our wehsite: www-mtc-iac.aet Belfair Elementary Playshed-PO 20014400012-14K038-01,0110212015,#F61384,Page 2 of 2 Materials 'Fasting & Consulting, Inc. ?Off` (;k"rt-ltttiral I�t�taptr+nx 1S f'ntivtllinG•�+[t.41RI in%[tettF�+tt*�IRIeriRl+Tr.tinc F-nYirnnmrnlat i'n■►tth vi 1:'ttgitrs'rsid:lryntvniir.Sinn J9'hl �* �L.. Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report #F62384 CLIENT North Mason School District DATE 01/02/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 01/02/2015 Time Onsite: 9:45am Weather Conditions: I Light Snow/overcast 30's*F. Inspection Performed: Report Profile: N Any Deficiencies Noted ®Needs Engineer's Approval ® Standby (1.0 Hours) Comments: Onsite to perform a visual inspection of reinforcing steel placement and observation and testing of concrete placement for Retaining wall footing Northwest corner between catch basin#2-catch basin#3 as follows.Concrete originally scheduled for 10:00am although concrete Load#1 arrived at 11:20am,1 hour standby time accrued. Reinforcing Steel: Sheet:C8 Details:E,H/C14;7,8/C16 Location:Northwest Retaining wall footing @ Sta.1+00-Sta.1+50(approximately) Level:Foundation Elevation:Varies see plan Observed the placement of ASTM A615,grade 60 reinforcing steel into 8"x4'&8"x4'10"Footings at the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans supplied by Shinstine contractor dated 11-6-14 Concrete placement: Sheet:C8 Details:EjH/C14;7,8/C16 Location:Northwest Retaining wall footing @ Sta.1+00-Sta.1+50(approximately) Level:Foundation Elevation:Varies see plan Observed the placement of 9yd3 of Cal Portland concrete mix design#3942 at the location noted above. **Contractor placed CalPortland concrete mix design#3942 slab on grade approved mix in lieu of CalPortland concrete mix design#3025. Contractor provided a weed burner for Frost on forms and frozen subgrade.All areas acceptable to receive concrete,no further action required. A'1teM.wMr+a�yt■t�mth�lw■■sd■aoltlt trmA ar■+„ n*R�.f.•dlrosr..woea+Ord.,.■��.e�■ecwtbwroa■ w�Iw+w+rare�v.:, trt�Aar :+� +e. .Re�artc+r itttta�hw itn�yir�!�teYseenN/Mlya ntrmpnd.lY 1441-III]M■tsrl■1■rooting A C■■■whing.10[. All rlfY�■r■asrtN. Corporate • 777 Chrysler Drive * Burlington,WA 98233 e Phone 3".79S-1996* Fax 3641.795.1986 SW Region • 21IS Black Lake 01v4- 5.W.*Olympia, WA 90312 * PbonF 360.134.97?7 * Fat 360: 34.9779 NW Re/low * 803 Dupont Street, Suite 5 * Bellingham,WA 94223* Phone 360.647.6061 * Fat: 360.647.81 it Visit ourwe6site: www.mic-irc.nct Beljair Elementary Playshed-PO 20014400012-14R038-01,0110212015,#F62384,Page 1 oj2 Materials Fasting & Consulting, Inc. Gee k-Anical Fmg wreri/g&Cimwliling♦Special linepes6ion*Malarial/Testing#Envi+„nmemla111nertiil� +15466N11rY1Anwanro Sinn IMI Sampled and tested concrete for slump,Air content,temperature,and One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38631 for data. All concrete placed by truck chute and mechanically consolidated by electrically powered high cycle vibrator during placement. Work performed,that was visually inspected was found to be in conformance with project plans dated 11-6-14. Images: r UPLOADED:01/02/2015 15:36:00 UPLOADED:01/02/2015 15:37:00 m �F UPLOADED: 01/02/2015 15:37:00 UPLOADED:01/02/2015 15:38:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager M�ad�+/dlwb'MwMf'k!�.wawl�h x+•e.6.r-...afrs�..,„t.nKaewr,k r�M+wwFae./1�7v�ercuM�lea.Maisr4e�Y/r�rllaf dlesa:wd�A�riwasailtra/rihweM.awlefk�s f9r8C►.fra�rRpe#,/rvrrpan.NeWndd x+th/arwllfwa�e+i3O NQ� •.3l17 w�efr1a1�1�f�Rlsr aC�#irl�l�r./M. All rir�#M fsssrr#1: Corporau * 777 Chrysler Drive # Bnrlingtnn,WA 98231* Pbsas 360.735.1990+ Fox 366.70S.19#10 8W Reitiom • 2118 Black Late #1v4. 5.W'.*Olympia,WA 90112 * Phone 360<134.97f7 * Fax 360,534,9179 NW RaSIOM * 805 Dapoarl Street. Suite 5* lielliagham,WA 98221* Phone 360.647,6041 • Par, 360.647.8111 Visit our xebsite: wwyw_mtc-inc.net Beifair Elementary Playshed-PO 20014400012-148038-01,0110212015,#F62384,Page 2 of 2 Materials 'Testing & Consulting, Inc. `ff` Gmftchnical Fniss iU:&Ctmvultiny a Special Inipectinn•Nnlarirl,T"tinc a En.irrtmmrnial Conwlft 1 r Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38656 CLIENT North Mason School District DATE 01/06/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# C:OM2014-00111 Belfair WA Inspection Information: Inspection Date: 01/06/2015 Time Onsite: 12pm Weather Conditions: Cloudy 50's*F Inspection Performed: oncrete Field Data (ASTM C-31): Location of Placement: [Concrete retaining\call at 12"/8"intersection NW comer of play area Sample Location: Same as above Contractor: hinstme I Subcontractor: Supplier/Plant: alPortland/778 Qty Placed,Cu.Yd.: 10 of 10 Slump,Inches(ASTM C-143)or W/C Ratio: Concrete Temp,IF(ASTM C-1064):F591 Delivery Ticket#: 1067541 Job Spec.Slump: Ambient Temp,IF: 52 Truck#: 762p Air Content,%(ATSM C-231): 5.6 Min Temp,IF:❑ Batch Time: 12:30 Job Spec.Air: 5+/-1.5 Max Temp,IF:❑ Sample Time: 1:07 Mix#and Proportions: 2310/lcyd Cement,lbs.: 62 Coarse Agg,lbs.:1516-3 8 Admixture,ozJcwt: Darex I1 AEA Flyash,lbs.:I Coarse Agg,lbs.:I1484-=-57 Admixture,ozJcwt: Water,gals.:116 Coarse Agg,lbs.: —� Admixture,ozJcwt: Fine Agg,lbs.:11232 Coarse Agg,lbs.:, Admixture,oz./cwt: 20 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 01/05/2015 Sample Set 1 of 1 Type of Compression Test: Concrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (in') In.) (PSI) Type C-617 C-1231 0024 l7 01/13/2015 49,050 4.01 [12.63 3.8W 11aroldBenny ❑ �0025 2$ 02/03/2015 59.400 4.01 12.63 L4,700 %>'ilham Kilpatrick 3 ❑ 0026� 28 02/03/2015 56,700 4.02 I2.69 4,470 William Kilpatrick 3 ❑ 0027 28 02�2015 55.145 4.01 12.63 William Kilpatrick ❑ 0028 1101- A L 0 ❑ ❑ REQ'D 2s Remarks: Concrete placed by truck chute.Please reference report#F62431. A:�sae..�,.�ywrwdl��+�Wtaei.M•+w�il•w,•la•narle•rwir ryMk�l s�wl.a.tl,c*ee•wrMyufetk�wMi�t.IR�r1t�rArw.�rtwawYrw�rMatufi�tAMaM.aw�Miw. e t��ira�au w,pn�ainr.Mpdgar•err Sin!rl.c tidt-2417 nu*rlals Testis#a CorwNiq.tx.. Ail rlatu naorrN. Corporate is 777 Chrysler Drive * oarlington, WA 98213 * Phone 360.7Ji9.1996* Fax 360.755.1990 SW Region • 21 IS Nlact Late Blvd. 5-W.•Olympia, WA 98512 * Phone 340.534.97t7 • Fax 300,534.9779 NW Region * 803 Dupont Street,Suite 5 e Relliagham, WA 9822$* Phone 360.647.6061 Fax 360.647.8111 Visit our website: wwo.nitcJac-Set Bey'air Elementary Playshed-PO 20014400012-14K038-01,0110612015,#C38656,Page I of 2 Materials Testing & Consulting, Inc. GoWbib lil Evelin rim A CcmmAing•SPrrial Insm"It l#MtAetialt Tevfmg•En.iremmanlal Cowoulli*c F-ViwNrrd A nc ra.Siw 1481 A. REPORTED BY:MikerA1len REVIEWED BY:Harold Benny,Lab Manager Mwnft4WrwbwwwM0w*—ad�&0 r'N r..,,"",ft wn.k r.W*wW Ownt.w.1n,4mewa NN"wtwwnP*w"—ww,r If fleas.wNMwM�Owbr�rEAvFwe►feMwsY.Rwlwkww nrm,hwn w+spr&d wwr+n.N.—.d x3dkl ar.tom q,nt.O 2io$-2112 nn#rlab rfeelq a C•s,ulclnl.Inc. A11 r16648,eNrrsd. Corporate t, 777 Chrysier Drive * Burlington, WA 98233• Phone 34110.7311-1990• Fat 360.795.19196 SW Region• 211$ Stack Lake Blvd. S.W.*Olympia,WA 90512 * Phone U0,134,9177 * Pax 360,534,9779 NW Region • 965 Dupont Street, Suite 5* RelliaQhom,WA 9822S* Phone .160.647.6061 * Fac 360.647.8I t I Visit our wehsite: www.mlc,ioc_Set Beljair Elementary Playahed-PO 20014400012-14g038-01,0110612015,#C38656,Page 2 of Materials 'Vesting & Consulting, Inc. Gm4echniml F.Puirarersym&Comwkint;•.Sperinl Fn+p"-n•Slnlerinl%Tett+ne♦Fmvimrimewal Cnr..cd1 " FAXiw—d A—�m Sin—JPAI Zri Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report If62431 CLIENT North Mason School District DATE 01/06/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 IS Belfair WA Inspection Information: Inspection Date: 01/06/2015 Time Onsite: 12 pm Weather Conditions: Cloudy 50's*F. Inspection Performed: Concrete Comments: Reinforcing Steel: Sheet:C8,C 14,C 16 Details:E,H/C14,7,8/C16 Location:Concrete retaining wall at 12"/8"intersection NW comer of play area Level!See Plan Elevation:Varies Observed the placement of ASTM A615,grade 60 reinforcing steel into retaining wall at the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans and specifications. Concrete placement: Sheet:C8,C14,C16 Details:E,H/C 14,7,8/C 16 Location:Concrete retaining wall at 12"/8 intersection NW comer of play area Level:See Plan Elevation:Varies Observed the placement of 10cy of Cal Portland concrete mix design#2310 at the location noted above. One set of 54x8 cylinders were cast for compressive strength test specimens,please reference report#C38656 for data. Concrete was mechanically consolidated by electrically powered high cycle vibrator during placement.Wall form at the base 12"wall came apart during placement.Contractor will construct a bulkhead construction joint in this:area. Work performed,that was visually inspected was found to be in conformance with project plans and specifications. Images: A`1 Kwdn srq,¢.h„«+r.�.:a�,...r.o.e..Yr.r•,+. �,..r.rr�w.,.,1+r,d+;.s..h lwrNc s/*s+,why.dl+qc+s+wewlw!�MnNeanrMnMlr+*1�lvr cMe+n.�w4wieMiw Mr rd+l4w+,�,arww r,.k.nS♦..`.••• r+rsrdratr �Ny r.rrgr� I.Ktm"7'%&0 x4.0m wro"L a 1,401-2111 Nawrlt It Ttrtle/1 C*strlrinr.low till rlfYtt rvrrrrsd. Corporate * 777 Chrysler Drive * Brrlingtsa, WA 92233 r Phnme 360.735.1990* Fox 360.7S5.11"s SW Legion + 21 N$ 1:11ack Late ltivd- S.W.*Olympia, WA 98312 * Phone 3tytlA34.4777 + Fax 36O,S34,9179 NW Redo■ * 905 Dupont Street,Suite 5* Reklisyham, WA 99225* Phone 360.4v41.6061 * Fax 3¢d."7.4111 Visit our wahsite: wwrr.mtc-inc.nfr Belfair Elementary Playshed-PO 20014400012-14%08-01,0110612015,#F62431,Page 1 of 2 Materials s Testing Consulting, Inc. N[TC GwAtchnisal Emiar"ingA C!mwtting•Special Inapertiun a MMerinlaTietting•EnrirnnmeeltaiCem ift FzXicrsrrJAnuranrrSimvlWi'1 {" * 'i d +r� e UPLOADED:01/06/2015 15:12:00 UPLOADED: 01/06/2015 15:13:00 b ry UPLOADED:01/06/2015 15:13:00 REPORTED BY:Mike Allen REVIEWED BY:Deane Ramsdell,Project Manager A`f tro n, I .�h an yn'Pkl�:+eero ww}w.mf,h e+,d A,R.s�pArewtl, *roWMVI,tb, ..PAW NflRMS4.lII�IreMAMwA O Mse1AMwilreAvy Ales*, 410I0*400awY.R*IIfMtl1� nrtic►h»arxpUY{m rr+T�*+,ycea�,:d xai�as lows .0 3401 .III]Nowfole fseslel r C**irlelns.toe. mi rwis rt,i,,tI. Corporate * 777 Chrysler Drive * Burlington, WA#8231* Phame 460-7 3.1990* Fos 366.7S5.1996 SW Region 21IS 81act Lake Rlv4. 5.W_*Olxlalpia, WA 48312 * Phone 360-134,9777 * Fax 300,534,9179 NW Revlon * 805 Dupont $11ccl, Suite S • Reiliu8ham,WA 98225* Phone 3dU.d47,bptil Far 360-647.41 II Visit our websile: fwww.nitgJac_met Belfair Elementary Playshed-PO 20014400012-14K038-01,0110612015,#F62431,Page 2 of 2 Materials "resting & Consulting, Inc. ,mu#tintt•Spacial inspceeiran•Mritatia14 Tc•6me!>Einvinmmcntal Cw"Itka (,�otrc#mkel F.r F.Xi r*vvJArrorancn.Sirt hall Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Structural Steel,Job site: Report#F62460 CLIENT North Mason School District DATE 01MR12015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# gv12014-00111 Belfair WA Inspection Information: inspection Date: 01/07/2015 Time Onsite- 9:30 AM Weather Conditions: Foggy,50s F. inspection Performed-- sr Report Profile: M Same Day Call In al Steel High Strength Bolting.Snug Tight Verification And Match Marking.(Periodic Comments: Type of inspection:Structur Inspection). Sheets:S1.01;S2.00;American Buildings Nucor Company Shop Drawings. Details:American Buildings Nucor Company Shop Drawings C-1;AB-1;AB-2;E-01 to E-04;SED-001. Location:A-B/1-4- Level:Foundation to roof. Elevation:See Plans. Visual inspection performed for the pre engineered building.Anchor bolts were snug and building plumb.Frame beam to column and beam to beam connections were verified for snug tight condition and match marked for 1/3 turn of nut pre tension within the locations noted above. Bolt assemblies were 3/4"x 2"and 2-1/4"A325/A325T Type I Lake Erie fastener Corp.and Infasco with A563 grade C nuts.Work is in progress.Material test reports need to be provided by contractor. Work performed that was visually inspected was found to be in conformance with project plans dated 12/30/14,specifications,and working provisions of the AISC 360 and 341. Images: nr�eRwdeaeM6 e•rr.#*meo ipncsluc 1aAen►.�arrMk�i�urM•n.��f,+we,tw►�Ninivanrf�FeaUd R,�,ar Arw.f�Mae�NaanbrrlM�lrMwe+h.,awM+kw.. M ec+� twbwrwa ow,rpnn yr.Nlryio.arniwp•+M.e 7e0r-III Muorlalc rurly a Cwoht4.Inc. An rlito rccarr M. Corporate • 777 Chrysler Drive+ larlinttea,WA 0223$• Pbome 360.7341-1990• Fax 360.795.1990 SW itegigs •211E black Lake Blvd- 5•W-0 Olympia, WA 49S12 • phone 360.334.9777 • Fax 4.5+779 NW Retlaa 103 Dupont Street, Suite 5• Selliajham, WA 9E22# • Phone 360.647.606t • Fas 360.647.9111 Visit our website: www.mtc ac.act Belfair Elementary Playshed-PO 20014400012-14R038-01,0110712015,#F62460,Page 1 of 3 Materials Testing & Consultin, , Inc. Gm/ed f1imI ENimminr A OmmMrij:♦Special lnepestiatt►111alatial%Teving w f7m irtmmvneat Cowwwitio t III kr f ; Win womaxar•t � .� r M M UPLOADED:01/07/2015 16:34:00 UPLOADED:01/07/2015 16:35:00 MlwalA+td7'�'IrwneNNHrc�.w�ed•■■■.I�tr■i,M■rdrrlPMaM1o■td■posr.NtP�MsewMn.rft ga,�as+AM■nlsMafhM.lY�nt NaNe*,.as w++.+.+..h,r�+srr...�. n■■tfhs■un■�la��uupuoYcim■/r■eq�rMs�rJ:[7iOr 2r1]an�rlW TnUar�f■i■alri■t,tnr 4!!„r t•.,ri,rr.Kq, Corporate s 777 Chrysler Drive+ Burlington, WA 98233* Phnne 360.75S.1990• F'a&3fe•7JI3a9$p SW Reglon ► 21IS Black Late Blvd.S•W.•01Ympla, WA 98312 * Phone 360.334.e77^ • Fat '160,334,9779 NW Reglou * 503 Dupost Street, Stlhe 5• Relliaiham, WA 9$22S• Phone 360.647.6utll • PaK 360,647,#lt! Visit our websile: was mtc ioc.net BelfairElementary Playshed-PO20014400012-141t038-01,01119712015,#F61460,Pagel a 3 Materials Testing & Consulting, Inc. Gea4K%n1cal Fngiwreein A CI—Ring•Specie!lnrpeclimt•Mra"1%TemsEinc t Bnvinmmenlal Caara111iez w Fogiewr*d'ArlmanreSiluvIMI r.ti �c+rr St r UPLOADED:01/07/201'- 1r•. �:�1u UPLOADED:01/07/2015 16:3 5:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager MRNIYgM/'r1A'Mr.MPi.:w�-..i.+...wh'.w1-MlweWiwrrnM.�n.!kss.rh ryyt N...�...�r�1r1•ab+rn.iln•to,�rlr.�,lww+e$�*-+.+w w�tiwlYfl+rP�!iar,�.�+r+i�esww,n..,�...... r+rc,r frnrxpaiy.�,nn�o Ycs�N rlletyar Frw•,p1r..r.r 3001 -11111 Mnariwig Telling•C1./Y1110"fee. Ali rls/r1 nsgrrN. Corporate • 777 Chrysler Drive• Burlington, WA 98233 • Phase 368.713J990• Fa 360.M.1"s SW Region • 2113 Black Lake Blvd. S.W.• 01)mpia, WA 94112 • phone 3t1(IA34,9777 • F#; 360.334.9179 NW Region * $03 Dupont Street, Suite S• Artlisyham, WA 94221 • ('hone 360.647,6061 • Fax 360.64741 it Visit *or well Bile: wwk.mtc=ime_met Belfair Elementary Playshed-PO 20014400012-14R038-01,0110712015,#F62460,Page 3 of 3 Materials Testing & Consulting, Inc. Gmlechnical Fpgioweeills&Comwlline a Special In+prctian•Meleriall Tung t F,nrilnnmenlal C-mmilkS w FaXi—sr J Armm nro.Gimv 1MI �t Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report#F62446 CLIENT North Mason School District DATE I07/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# t7OM2014-0011"R Belfair WA Inspection Information: Inspection Date: 01/07/2015 Time Onsite: 12:00 PM Weather Conditions: Cloudy 50 f Inspection Performed: Comments: MTC representative on site to observe placement and perform fielding testing of concrete placed in retaining wall using approxoimately 7 cu.yd of concrete. Rebar inspection performed by other MTC representative. Mixed was placed by a revolving drum mixer in approximately 24"lifts. Concrete was mechanically consolidated by electrically powered high cycle vibrator during placement. Sheet:C8,C14,C16 Details:E,H/C14,7,8/C16 Location:Concrete retaining wall at 12"/8"intersection NW corner of play area Level:See Plan Elevation:Varies Sampled and tested concrete for slump,Air content,temperature,and cylinder strength testing.One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#38664 for mix details. Work performed,that was visually inspected was found to be in conformance with project plans dated 7-21-14. Images: UPLOADED:01/07/2015 13:13:00 REPORTED BY:William Kilpatrick REVIEWED BY:Deane Ramsdell,Project Manager r.5..-.o-nrsw l *rq-�n+t+srrW xriyerwi�pw,EO 3401-2113 Memorials Tonbr 1 CgwHlmmr.tor_ 0611 rlsiu moored. Corporate • 777 Chrrt:ler Drive o Bsrlington, WA 98233 * Please 3".73S.1990 • Fat 360.733.19$9 SW Region 21In [tract Late 9lvd- S.W.*Olympia. WA 911i12 * ['hone 360.534.9797 + Fax 360.534.9779 N% Replan * 05 Dopont Street, Suite 5• Relliallham, WA 98225 * Phone 360.647.6061 • FaK 360.647.$1 to Visil our w+ellsite: ftnw.mtc-inc-met Beljair Elementary Playshed-PO 20014400012-14K038-01,0110712015,#F62446,Page I of I Materials Testing i& Consulting, Inc. 1of c Gm4edmical F#%Iovarcring A Committing+Special Inspection a Material%Tasting•Envinmmeni;1I(''& u im Eagianrrrdot"nr rs Sinn lMr Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38664 CLIENT North Mason School District DATE 01/07/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 l 1 Belfair WA Inspection Information: Inspection Date: 01/07/2015 Time Onsite: 01:23 PM Weather Conditions: Cloudy,50s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: ;Concrete retaining wall at 12"/8" Sample Location: Same as abo%e Contractor:IShinstine Subcontractor. /A I Supplier/Plant: alPortland 778 Qty Placed,Cu.Yd.: Slump,Inches(ASTM C-143)or W/C Ratio: 4❑ Concrete Temp,°F(ASTM C-1064): 63 Delivery Ticket#:[068333� Job Spec.Slump: 55 Ambient Temp,IF: 50 Truck#:P 199 Air Content,%(ATSM C-231): 5,5 Min Temp,IF: Batch Time:[11:3:_J Job Spec.Air:[ Max Temp,IF: Sample Time: 12:10 Mix#and Proportions: 1410 1 cu.yd Cement,lbs.: 64 Coarse Agg,lbs.:jAgg.3/8 510 Admixture,oz./cwt: rex 2 8 oz Flyash,lbs.:I Coarse Agg,lbs.:lAgg.57 1460 Admixture,ozJcwt: Water,gals.: 7 Coarse Agg,lbs.:L Admixture,ozJewt: Fine Agg,lbs.:�m sand 1210 Coarse Agg,lbs.: —� Admixture,ozJcwt: E. 7 Gallons of water were added M Prior to sampling Sample Type 81 Compression Test Results: Received 01/08/2015 Sample Set 1 of 1 Type of Compression Test: roncrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 01141 �(—7_ ;Oli 14/2015 59,115 4.02 1�12.69 ]C4.660 H B nny�F ❑ M 1 0042 28 02/04 L5/2015 70.885 4.01 12.63 � ,610 William Kilpatrick ❑ M 0043 2] 02/04/2015 68.335 4.01 12.57 5,440 William Kilpatrick 3�] ❑ M 0044 28 02/04/2015 69,560 L 4.00 12.57 �� i \William Kilpatrick 3 ❑ M i�L__ �i ` 0045 ll L1 1, 0 ❑ ❑ Rl Q'D 2s Remarks: For placement details please reference report F62446. AY�.+ln,�,.�k,.a"�la.+.�-..eslwv�J.e�M 4,I1 ss+11wR,1Pr IP�IIA♦r�'��M�.�1l�II��r1�Mf a1�r�1��/!A!(/9rl�.rthlMlll��tlr�.•MTyRlM1.,lTtl�.ww nn.:.n.rrrp.►�arr�euw,c+rn.4 x+eiyaraM�pwr 41 MO/.1112 Materials rerelai a Castrleies.$me. All risiu reserrei. Corporate • 777 Chrysler Drive+ Burlington, WA 98233• Phase 360.753J998• Fox 360.7SSA960 SW Region • 21 IN NlAck Lake Blvd. S.W.•Olympia, WA 98312 • Phone 3W1.514.9777 • Fat; 360.$34.9779 NW Region • 803 Dupont $great, Suite 5• Rellisgham, WA 9N225 • Fhone :460.641.6061 Fan 3&0.647.81 It Visit our welisite: wwa.mic incass Belfair Elementary Playshed-PO 20014400012-14g038-01,0110712015,#C38664,Page I of 2 Materials Testing i& Consulting, Inc. )ATC Geotecilnical F#gom ring A Conwhinit•Spirinl Ins"km a Melerinh Te-Ang a Enrirnnmental Ca.rwlliwc 8ajieene�!/1lprraar�.iimv 74i'I ac REPORTED BY:William Kilpatrick REVIEWED BY:Harold Benny,Lab Manager M M* ilAMwilaYi.IRVA�bbr afe.7lMa e•nrw,Tt�ie•epen Ysan.*i lrerywr+dw�olreri.a 2401•2111 Muarlelr hone/l Caeseldq.Inc all rl1bo ns*rrM. - Corporate • 777 Chrysler Drive + Burlington, WA 9112311 • Phone 369.7413.1990• Fat 366.7116.1930 SW Region • 211$ Black Lake Blvd. S.W.•Olympls,WA 98112 * Phone 100.534.9177 • Fax 360,534,9779 NW Region • $03 Dupont Street, Suite 3 • Belli■gham, WA 99221* phone 360.647.6061 * Fa; 160.6474111 Visit our website: w»n.mtc inc.act Belfair Elementary Playshed-PO 20014400012-14K038-01,0110712015,#C38664,Page 2 of Materials Testing Consulting, Inc. kW F^*ww A Ctmviilling.Spwiel 1m +Male-Wi Te,"M'K w Fi1%*wnmen1s1 C nliwa: Taw,,,£. *'. F..ap�prrmf txxnrnesfe Snsx 7�A1 Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Visual Soil Inspection: Report #F62528 CLIENT North Mason School District DATE 01/12/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-0011 1 Belfair WA Inspection Information: Inspection Date: 01/12/2015 Time Onsite: 8:00am Weather Conditions: Foc 4 `F Inspection Performed: al Soil Inspection Comments: Onsite to preform a visual inspection of compaction efforts for 4"of CSTC martial placement within locations noted. Sheet:C8 Location:North Site plan @ Sta.0+77-3+80 and playshed area Elevation:See Plan Detail:2,3,5/C 16 Contractor placed approximately 4"lift of crushed surface top coarse material and performed compaction by 4'steel drum roller prior MTC arrival. All material appeared firm and unyielding without any deflection/pumping observed. Performed compaction testing in accordance with specifications although all test locations resulting in less than required compaction due to Moisture content 6%+/-over optimum.Small amount of standing water observed at playshed area,project Superintendent notified and immediately corrected water leakage from hose. To the best of my knowledge,all work performed in accordance with project specifications and approved plans pending proof roll acceptance prior asphalt placement in accordance with specification 31 2323-8(3.04B) REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager +[�fT RMT9lP°�R'lflaiwwy�9wlR:!?!!E!T..A'B..�:EwlN�•TI!�Iv�s,t4 t.�F'ABM+!1►/+4 �[°,lf�.f",.ae�w�nw*^'6 g%M rrHiy� F N; nd..x�:asAkse.»:ya #dr<:s-:xE.:ea:�•rwr.,..r;.1.vus.wr i+/�Li.#1�)f iP 9t dfAQ�Tl3eila/fw'!n4T�w+�.�. 13t1/ Iil: ►1 Elifli.1N ri�Cal��.C►4F41I1F1S�..9@i, �11 ,. .. i...l Corporals • 777 Chryrier Drive • Barhugtan,WA 41231 • phoie 1d9-7JJA*96+ Fa: 16*.755.1986 SW Region 21 it 014cl Late Olvd,. S rh'.• Dlymp s, WA 98 itZ - Phone 36t1.'34.197`1 Fat 3W$ 4,9179 NW Region * 905 Dopo wl Streit, Suitt 5 • Ueilia'gh wm, 9`t+A 9422< • Phone 160.E 4t.fiuri 1 • Fax 360 *4'.A I I I Visit our website: —A-.mtc i—.roc Belfair Elementary Playshed-PO 20014400012-14%038-01,OU1212015,#F62518,Page I of I Materials Testing & +consulting, Inc. `fTc tip+Atchnical Fti i+a aft&Cansulting a Special Impccti+.n a Male+iab Te%Ong a Fnvininmental Co m ulliag Fagirssmd Anumnm Gimv Belfair Elementary Playshed -PO 20014400012 - 14KO38-01 - Field Report: Visual Soil Inspection: Report #F62529"--"I CLIENT North Mason School District DATE 01/12/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 01/12/2015 Time Onsite: 8:00am Weather Conditions: Fog 43*F Inspection Performed: LVisual Soil Inspection Comments: Onsite to preform a visual inspection of compaction efforts for 4"of CSTC martial placement within locations noted. Sheet:C8 Location:North Site plan @ Sta.0+77-3+80 and playshed area Elevation:See Plan Detail:2,3,5/C 16 Contractor placed approximately 4"lift of crushed surface top coarse material and performed compaction by 4'steel drum roller prior MTC arrival. All material appeared firm and unyielding without any deflection/pumping observed. Performed compaction testing in accordance with specifications although all test locations resulting in less than required compaction due to Moisture content 6%+/-over optimum.Small amount of standing water observed at playshed area,project Superintendent notified and immediately corrected water leakage from hose. To the best of my knowledge,all work performed in accordance with project specifications and approved plans pending proof roll acceptance prior asphalt placement in accordance with specification 31 2323-8(3.04B) Images: UPLOADED:01/12/2015 15:11:00 UPLOADED:01/12/2015 15:14:00 AIS++��•Tgl�.c-h....,i.sl-:Ml.n a.-}vwMil.r.-Z A.., 0 A .' adkopdiFpAllcmd—od. vnfr millAh.n�4+Yww r+ ,I—r r,rr—,i, Oran-is I Yn•rials Tmlq it Caarrldq.ow. A11 riabom nNrRN. Corporale • 777 Chrysler Drive • Burlington, WA 98233 • Phase 3".735.1998* Fox 366.755.1996 SW Region • 2118 Black Late Hlvd. S.W.•Olympia. WA 98312 • Phone 160.334.9717 • Fax 300.5.14.9774 NW Rooloo • 905 Dupont Street, Suite 5 * Bellingham, WA 99225* Phone 360.647.6061 * Fax 360.647.8111 Visit our wehsile: www.mlc-inc_nec Bey'air Elementary Playshed-PO 20014400012-14K038-01,0111212015,#F62529,Page 1 of 2 Materials Testing & Consulting, Inc. 1~ITc GerAtic lnical F.#qlJ=rrr4T at Cum wiling!Special Impettian•Neleviabl Te%timg*En•inmmenlal Co"Miliag E+igwlyre/Agpnan"Since if d ��``+•�-'� � r r ' r - _ UPLOADED:01/12/2015 15:14:00 UPLOADED:01, 1 2015 15:15:00 REPORTED BY:Mike Dudley REVIEWED BY:Sam Hyatt,Technical Director M wrMr'qMr'erb'rrrrti/lieOw�rde�Al�vcrr�,Mrr+stwyr��^Mrn�wNe PANk s1..�wM1a�.il araras wlrAwfwlrawR4n..IM�erdMw.�VrMwtr�lwtor��#wYMeM.nwsR+K�n. aaaatsiena aratr3r wepam Mahmcd xafgor+iwgwH.r 3*91-3#13 Nartriala Teaalq a Caaa*Illuip.Im. hill rliio ra"r,". Corporals * 771 Chrysler Drive * Barlingtom, WA 0823S* Phone 364.7SS-1990* Fez 360.195.19190 SW Region • 21IS black Lote Hiv4. S.W-* Olympia, WA 9$312 • Pbone .460.134.9717 Fax 30,0.534.9779 NW Region * $05 Dupost Sl;raet, Suitt S* Beliielham,WA 4$225• Pbone 160.647.6061 Fax 360.647.91 t I Visit our website: www.mte•iae-oe1 Belfair Elementary Playshed-PO 20014400012-14X038-01,0111212015,#F62529,Page 2 of 4 Materials TestingConsulting, Inc► M�` Geatechniml Enpirerina A Cnnuiping•Spedal InspWitm►Mal"le Testing►Envirvnmeatal C4lewl1kW Fn,Ki'ramd A�iuroncv.Sin.v IPhl ti .�, "fP� Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - IPD-Asphalt Compaction: Report#A1 1299 CLIENT North Mason School District DATE 01/13/2015 PROJECT LOCATION 22900NE State Route#3 PERMIT# COM2014-001 11 Belfair WA Inspection Information: Inspection Date: 01/13/2015 Time Onsite: 8:00 am Weather Conditions: Fog 50 f Inspection Performed: Field Data: Supplier/Plant: Pyramid Renton Tons: Mat Temp: 292°F Air Temp: 50°F Thickness in inches:� Rice or Marshall Dens.: 156.6 Class: HMA Class 1/2" Leveling: ❑ Wearing: Field Tests: Test# Location/Station# U.L.Dens. Offset/Depth Reading#1 Reading#2 Avg. %Comp.°/, Regd. 1 See Photo 11 C BS l 143 6 144.1 1433 8 2 See photo I BS 144.4 143.7 144.1 92 91 3 Sec Photo 1-1 BS 144.0 143.5 143.81E 91.8 91 4 See photo =2 ��_ BS 144.4 145.4 144.9 92.5 91 5 See photo#2 �� _ 13S — 145.4�L 146.2 145.8 93.1 91 6 See Photo#1 �� F— BS 1 143.1-:][ 143.6 14;.3]L 91.5 91 Seephotol BS 144.6 143.5 144.1� 92 _91 Gauge Model/Serial#: CPN MC-1,Ser.#MD60108184 —� MS: 11234j DS: 20952 , Remarks: MTC representative on site to provide in place density testing of asphalt. HMA was placed in one approximately 2"lift. HMA was placed by a Leeboy 8500 paver fed by end dump. Compactive effort was applied by a CAT CB-114 and a CAT CB-24 double steel drum vibratory rollers. A sample of HMA was obtained at site of placement and delivered to MTC laboratory.Final compaction results pending HMA testing results. L.. _ Images: M wr/hrlMt*r►'w�!rMe�w*sA�A6 tw0.!In 1wd!*�*la ndFe�wJ,pM[�iw�wl.n.�!w�a��r wkrM a MawdM,ri!p,wlr drlrw. ?aMri�Y�4rl�l�Mo�4Arw��.uwlwkr anmftmv n ow up w k - pn&@a .tl mpp, a i4ov•1!!1 naurwis Taoism#a csurlrlq.oat. An rlsiu nsirrN. Corporate • 777 Chrysler Drive 9 Bnrlingfen, WA 90233• Phone 360.73lJ990• Fos 364.756.1990 SW Region * 211S Black Lake Blvd. S.W-*Olympia. WA 98312 * Phone 30OA34.9777 * Fax 360,534,9779 NW Revlon * 803 Dupaat Street, Spite 3 • Bellingham, WA 09211* Phone 360.641.6061 Faw 360."7.8111 Visit our wchsite: www.mic irc-met Belfair Elementary Playshed-PO 20014400012-14K038-01,0111312015,#A11299,Page 1 of 2 Materials Testing & Consulting, Inc. Gea�ecfinica!Ea�rxering l4 t'tm�tink o Spiriel Ineperti+m*MnI1Ti+tl+Tc+tine►�n.rttmmrMal�'S+.+tvU� f'nritrrnd..Ly1nrnn,v.S�mv 14Jt1 _770-. rb .,u i tl rz UPLOADED:01/13/2015 15:43:00 UPLOADED:01/13/2015 15:44:00 6� T" R UPLOADED:01/13/2015 15:45:00 REPORTED BY:William Kilpatrick REVIEWED BY:Sam Hyatt,Technical Director AR ea[1w�11!*rb rsr*aa4rarwsd+soMeirw#Ma.rr+NtwnrMr la+dlwer.4rpMN�ar/wrwF.w.Alw/n��r wFIMA�Mewfihrrillr+lnf atdew. tlwlAwkVP*l 0911*4fwh%PeM. ww asntshw sria�iywnp�u Msamai>lair�ar Htw sptNd.f MOB-2112 Materials Testing A Csasrldnl.AK. All right reserr". Corporale * 777 Chrysler Drive* Berlington, WA 99233* Phase 36A.733-1990* Fos 360.755.1980 SW Region ► 2118 Black Lake Blvd- S-W.*Olympia, WA 90412 * Phone 34Q.i34.9777 * Fax 360.S34.9179 NW Region • 903 Dupont Street, Suitt 3* Reliloyham, WA 9822$* Phone 360.647.6041 * Pas 160."7.9111 Visit our website: www.mte inc.net Belfair Elementary Playshed-PO 20014400012-14%038-01,0111312015,#A11299,Page 2 oj2 MaterialsTesting & Consulting, Inc. Gwoft, lnical Fn iaaa*6llr 6 Crmvutting•Special lnrpwion a Flaletillh Teti nr•Fnrint"meniat C Mr"I i*g iwa a�, rr F.nWinamd A"ornnn.Sinn fWil Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Concrete: Report#F62756 CLIENT North Mason School District DATE 01/21/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-001 11 Belfair WA Inspection Information: Inspection Date: O1/21/2015 Time Onsite: 7:30 am Weather Conditions: 37*F,Foggy Inspection Performed: Foomt Comments: Sheet:S3.00&P-I Location:Column pours for existing structural steel columns around perimeter of the building. Elevation:FG Detail:9/53.00 Observed the placement of approx.I 1 CY of CalPortland mix#3025 at the location mentioned above. Concrete was placed via pump truck,was mechanically consolidated by high cycle vibrator,and was hand finished. One set of 5-4x8 cylinders were cast for compressive strength test specimens,please reference report#C38799 for continuing data and analysis. Work performed,that was visually inspected,was found to be in conformance with project plans and specifications and thus ACI 318. Images: C [ m x UPLOADED:01/21/2015 17:43:00 UPLOADED: 01/21/2015 17:43:00 REPORTED BY:Ben Erskine REVIEWED BY:Deane Ramsdell,Project Manager M�nMli�tT'wblr�fr/twrw�s*dwesAdMkwi.Mr+Mt*�+lw rrdkww�►rP�siwswl�w.tl wrwM�a wl�if*!�i*�wM�wYwl�It�Aaw�Ne�MiYM�MorAtM�tR MlwriY.etM�wts�� o�tiEispnly*rn"m Yswr.ARrart ar.rm wpm e.0 mot•2113 Materials Tattler 11 h*ralrlut./*r. 0611 ritto rgNrrN. Corporate * 777 Chrysler Drive * 8arllnOtao, WA 911231 * Phone.160.735.1990• Fax 360.735.1980 6W Region • 21 IS Black Lake Blvd. S.W.*Olympia, WA 90312 * PhoaG 300,334.9777 * Fax 300,534.9779 NW Region * 805 Du{r01111 5114¢1,State 5* Bellingham, WA 99225* Phone 160.647,6061 * Fax 360.647.1111,1 Visit our wehsite: wwaa.mtc=ier.aet Belfair Elementary Playshed-PO 20014400012-14KO38-Ol,O1121/20I5,#F62756,Page I of] Materials Testing & Consulting, Inc. MIX Geokcfmical Frgirmet inn 1S Cunwtting►Speeiel Impreltiwl 0 Mrltetillly Te-time►Envirtrnmrntal 111*1lti FmgivrsrrdAnumnrvSume 1#*l 1{ Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report#F62743 CLIENT North Mason School District DATE 01/21/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# 111 Belfair WA Inspection Information: Inspection Date: 01/21/2015 Time Onsite: 7:30 am Weather Conditions: Cloudy,40r,F. Inspection Performed: Reinforcing Steel 71 Report Profile: ® Needs Engineer's Approval ® RFI (#12) Comments: Onsite per scheduled request for inspection of concrete columns around steel columns. Sheets:S3.00,Shop P-1 Details:9,C Location:Steel columns Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into columns within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for Engineer's approval. Contractor installed resteel as per Shop Drawings P-1 detail C and not per approved plans S3.00/9 Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: 4, ka nOkw%.§R POW rwkwV r•rrslrar rep�3Y r.r rryn,Yswrnl/wfyae klr�nR O 1e01.2113 Usioriklk Toeelul A Ceasulrlq.Awe. All Arles rkssrrs/. Corporate • 777 Chrysler DwIve * Harlington, WA 90233 • Phone 36A.7SS.1090• Fa: 360.755.1980 SW Region • 2118 Black Lake 81v4_ S.W.•Ulympia, WA 90512 * Phone 360.534.9177 * Fat 360.534,9779 NW Revlon ! SOS Dupont Street, suite S * Bellingham, WA 9922$* Phone 360.647.4061 * Fax 360."7.8111 Visit our website: www.mtC-ioC.net Belfair Elementary Playshed-PO 20014400012-14K038-01,0112112015,#F62743,Page 1 of 2 Materials Testing & Consulting, Inc. MTC Geerlrcilnic.�1 F.l�ir.rerirlr�"t"�mw�llinK•tiprciel Inepeetiltn•Melerial+Tele•finrinmmenla!�atwrollir¢ F.�ittrmd Annntnn Sure lPJPI �� P_AN E= UPLOADED:01/21/2015 15:15:00 UPLOADED:01/21/2015 15:16:00 Approved Plans 53.00/9 UPLOADED:01/21/2015 15:16:00 UPLOADED:01/21/2015 15:17:00 Shop Drawing Detail C REPORTED BY:Sam Hyatt REVIEWED BY:Deane Ramsdell,Project Manager a:l tarntlsltt*b wnwtllw�dnoot7*weMh leM.Ayt�rrdlwre►,r�+erkww,h eMws�la.il+Derr[w4MwinMawM+ RT41►7fArwc�0wFilm0mmwy Ma11.i fr"0M0*.w*-%*.wW tftarhw■rn�nigwwpoo Yxmrts ttrers awtro qn,/.a 3409-2112 Mntritlt Ratios a Cratrlrins.sot. All r1iYu rutrrsl. Corporate + 777 Chrysler Drive + Burlington,WA 98235* Rhone 360.733.1990► Fax 364.755.1980 SW Region • 211* Black Lake Blvd.S.W.*Olympia. WA 90312 * Phone 30.0134,97t7 * Fax 360,334A1779 NW Region * $05 Dupont Strtet, Suitt 5 * Bellinghum,WA 98225 * Phone 360.647.6061 • Fax 360.647.8111 Visit our wehsiie: www.mtc-ioc.net Belfair Elementary Playshed-PO 20014400012-14K038-01,0112112015,#F62743,Page 2 oj2 Materials 'Testing & Consulting, Inc. ar� Grnftc%nical Ftl&WefinZ d Cunw4inr•Sperinl InspWim•Mel"h Te%ting•Fm in,nm-n1A C nhiing FAVi--d,t—mn,yXi-1Wf7 Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report#F62743 CLIENT North Mason School District DATE 01/21/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-00111 Belfair WA Inspection Information: Inspection Date: 01/21/2015 Time Onsite: 7:30 am Weather Conditions: Cloudy,40s F. Inspection Performed: Report Profile: Comments: Onsite per scheduled request for inspection of concrete columns around steel columns. Sheets:S3.00,Shop P-1 Details:9,C Location:Steel columns Level:Foundation. Elevation:See Plan Observed the placement of ASTM A615 grade 60 reinforcing steel into columns within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. val. Contractor installed resteel as per Shop Drawings P-1 detail C and not per approved plans S3.00/9 Embeds:N/A Anchor bolts:N/A Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: Al�vt,. ..-l..,✓„rltaaR,y'IryrIA r1n1,t►l�tr�llea�lrrdtlr rM�lwMb/Ier111e�elr��MltKa �a*MOIF NiN 1ti�l11 eL* r•*l��1*:wn,n��.0�,w nr>tnlliow ollw^i�wl�w.Yareipvftgwwftmipp 1 0 Hot.HIS ttnerle.le ruelot A.Cbuotelot.toe. All rtgto r.Mrr•N. Corporale * 777 Cbrysler Drive + ■mrliaRt*a, WA 98233 * Pbome * Fos 364I.M.191113 SW ReitioR • 21IS Black Late HW4 S.W.•Olympia, WA 98312 * phone 360.334.9717 • Fax 360.334,9779 N% Reglatt • $05 Dupont Street, Suitt; 5• Relliagham, WA 9922# * Phone 3&0.647.6061 • Fax 360.647.111111 Visit our website: wwr.mte iac.aet Beljair Elementary Playshed-PO 20014400012-14K038-01,0 112 112 0 1 S,#F61743,Page 1 oj2 Materials 'Testing & Consulting, Inc. Wff` Ceakdlnicel FmWWmriM l4 Ctmwttinp•Special Impectirm 0 Meleriab Testing n Enrinmmenial Cnnwhirg texiimgwd Anuranm Sunk 1"l W 1�. i - i a � UPLOADED:01/21/2015 15:15:00 UPLOADED:01/21/2015 15:16:00 Approved Plans S3.00/9 UPLOADED: 01/21/2015 15:16:00 UPLOADED:01/21/2015 15:17:00 Shop Drawing Detail C REPORTED BY:Sam Hyatt REVIEWED BY:Deane Ramsdell,Project Manager An wwftq*esb uireMk.w tva*ts..4*t■s.n.Nnrrww+ands,w.A,rl,!„R. .40opl r..aArrk,w. a.a7Rta wrr4rr.x,rrr.aJ xrila.rrit•rplrnrl.a 1801.1112 Nowl.l.Twary t Cwvrldnl.loc. All rifler rat-prrN. Corporate • 777 CYryslrr Drive • Burlington, WA 98211 + Phone 160.755.1990• Fro 360.7$5.1989 6W Region • 21 IS Black Late Blvd. S.W.•01yinple, WA 90112 + Phone 300.534.9777 • Fax 360,334.9779 NW Region * 805 Dupont Street, Suitor S • Re:111■yham,WA 0822$• Phone 360.647.6061 Far 360,1 ?AI t i Visit our wehsiie: aver.mic•inc_nee Belfair Elementary Playshed-PO 20014400012-14R038-01,0112112015,#F62743,Page 2 of 2 Materials Testing & Consulting, Inc. CP"kkAtnira►F, i+ +rhr it f r�nvit itll; apzxial ie5pxti��s 5#a+t.rials a •Fn +.nmerttal C�sprwNib F.'uamrred Ae ransx Xfir INI Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report#F63044 CLIENT North Mason School District DATE 02/04/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# Belfair WA Inspection Information: Inspection Date: 02/04/2015 Time Onsite: 10:30am Weather Conditions Overcast and Sprinkling,40s F. Inspection Performed: Reinforcing Steel Report Profile: ®Any Deficiencies Noted ® Deficiencies Cleared ®Needs Engineer's Approval ® Standby (.5 Hours) Comments: Onsite per scheduled request for inspection of concrete columns around steel columns. Sheets:S3.00,Shop P-1 Details:9,C Location:Steel columns Level:Foundation. Elevation:See Plan RFI:#12(refers to allowing column to be round instead of octagonal as shown on the approved site plans. Observed the placement of ASTM A615 grade 60 reinforcing steel into columns within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. Items noted to contractor for Engineer's approval. Contractor installed resteel as per Shop Drawings P-1 detail C and not per approved plans S3.00/9 Embeds:N/A Anchor bolts:N/A Contractor placed a Cal-Portland mix#2310 for the final 2 columns.This mix is not in the approved mix design submittals.Placed approx.7 +/-cy of said mix into final 2 columns via a wheel barrow on a scissor lift and consolidated via H/F mechanical vibration. MTC tested concrete for Air%,slump,and temp.Upon completion of testing,MTC inspector cast 1 set of(5)4x8 cylinders for compressive strength testing.Cylinders made were left in a cooler on site for initial set prior to being transported to lab for said compressive strength testing. Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012113C and applicable code,pending the clearance of noted deficiency. RFI#13 received 2-17-15 from Ray Mow/Architect accepts mix as placed Images: �rrxca�e�c��; � rr�yaxea kaasanwd�•F?�rn+ .�..�; 33C.# •-:Fl7 Y#cerrSs is"[.R�rraar A.i°ase�lai,fF.,Brrx., fil!ri�;4�r aa�nr+�9. Corporate ► 771 Chrytpler Drive . Rarlingtom,WA$9231 • P6,ase 1"_7S6.1010 Fax 3 i.199.19#6 SW itevion • 2111s (taack Lake OEvd, $ W,* Olympia. %FA,'90112 • Phone 3(MA34.97 0 lax 369,,a4,9 t? NW 'Redo■ • $05 L)upaol Stateet, Suite 5 - Ref in.eham, WA 9112 $ • Phone 160 64`.606I Fria 3b(1.f+47.131 1 k Visit ourrbxiir: s .mtc-ir €aen Belfair Elementary Playshed-PO 20014400012-I4%038-01,0210412015,#F63044,Page I of 3 r + Materials al Testing & Consulting, Inc. G"s*thnirdl fmopsiveArg#t Cwwuldn•SIpmW coonvilim F.al#liwie�s�/,tsvmmce.C'umelfgil arm a``�• �w t UPLOADED:02/04/2015 16:00:00 UPLOADED:02/04/2015 16:00:00 � Y -JJ E. Iti,III 4 Y UPLOADED:02/04/2015 16:01:00 UPLOADED: 02/04i2015 16:01:00 / w L NL OA DED:02/04/2015 16:01:00 UPLOADED:02/04/2015 16:02:00 AA "I lgkw-ft,Mrw��nst*.:n•✓.s.dM�r x.ih-row wo-wpwf �.01 me.W+'&*pro n*vowpMesfx��}re�n+}rJ iRRYN�!!A-/e MM�II1f YkK4T<1 A"NLb�M�}IB I R+''..& zoos - tii wv,4riiit r.Efol p a coso ,ing,fifty hn,iJA4 f 4.4,4, Corporate 777 Chrysler briTe w Burlington, WA 411A3 * Phone . Fat 1 0.743.lots SW at-Rion • I IN 01ac; [,&It 131V4. S W - ()1}mpis, WA 9$11Z - Phone .1603,14.9117 • FAIL 30,$34,9719 NW Region ggi pupdal 5tT*ct, Suitt 5 . gellingham, W X 4102,3+ Phone 3,641.64t.41141 - Fac 360.641.tt 1 t t Visit our websile_ Wy,,&_mic me met Beljair Elementary Pla"hed-PO 20014400012-14g038-01,0210412015,#F63044,Page 2 of 3 Materials Fasting & Consulting, Inc. ro -4ti+"iml Fm,:iv+rinr A fismnlllrllE 0 SpKial inspfctiem•MM"Is Telim♦F"Vir'nnmewal Cofffmlrimc w• z' UPLOADED: 02/04/2015 16:02:00 UPLOADED:02/04/2015 16:02:00 • fix m r§ UPLOADED: 02/04/2015 16:03:00 UPLOADED:02/04/2015 16:03:00 REPORTED BY:Sam Hyatt Jr. REVIEWED BY:Deane Ramsdell,Project Manager A'l.�.s e.:,e�ie Wit.ueinf!+tR a.,.@#!rra�Je R.M. 4�� ,�f�tir/+,nin�v.,,TIS R.!{F(@M�w.N>•tsuSti'A,l�t Rv-.a!w3eiw,q��lr+�!f9�{ll�Al�!!!M(^�lt{Cli.lR'!S�{�#R�.�R RIrI�Rlr'R+f f{dp�wyn w�1,TY_w w a+racw divas ar+o�ndry ar�gwf,k�e�wrd ar�..►.tr, ssu>ti.4 :fb{- :f 1I Wttrriair Tf*,inf f.t'astrnlaiaf.,leas. 4A 64w4 f rsstrrx9. C orparate • 777 CbryAtr trice • $ilrlin.Stan,WA *223.4 • Pikers 3dR.763.1l,R• Paz 36,0.715.14$6 $W Ittgleo 21 is Enact l.s t Blvd. $,W► • Olympia, WA W12 • Pbone W,A,44,97771 • Fax 16U,$214.4779 NW Reglam $05 Dupool StTvvi. Suite 5 • kellirtbam, WA 491225 • Pbor►e lbo-641.406I - Fax 36C1.647Ai i t Visit our websile: gv �.mtr-irc.l�ez Belfair Ekmentary Playshed-PO 20014400012-14%038-01,0210412015,#F63044,Page 3 of 3 aterials Testing & Consulting, Inc. Gr,Aechnical Fw.+rerinx A CtalxlNing•ipecial In,prstial!MaWinh Tewdne•Etivininmenlat Conrail m FaXisrsrrd dnsvoen*Sian Iff/ A Belfair Elementary Playshed -PO 20014400012 - 14KO38-01 - Field Report: Reinforcing Steel: Report#F63044 CLIENT North Mason School District DATE 02/04/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# 1COM2014-00111 Belfair WA Inspection Information: Inspection Date: 02/04/2015 Time Onsite: 10:30am Weather Conditions: Overcast and Sprinkling,40s F. Inspection Performed: ReinforcmgSteel Report Profile: ® Any Deficiencies Noted ® Standby (.5 Hours) Comments: Onsite per scheduled request for inspection of concrete columns around steel columns. Sheets:S3.00,Shop P-1 Details:9,C Location:Steel columns Level:Foundation. Elevation:See Plan RFI:#12(refers to allowing column to be round instead of octagonal as shown on the approved site plans. Observed the placement of ASTM A615 grade 60 reinforcing steel into columns within the above mentioned locations. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and securely tied into place. 41111111Contractor installed resteel as per Shop Drawings P-1 detail C and not per approved plans S3.00/9 Embeds:N/A Anchor bolts:N/A Contractor placed a Cal-Portland mix#2310 for the final 2 columns.This mix is not in the approved mix design submittals.Placed approx.7 +/-cy of said mix into final 2 columns via a wheel barrow on a scissor lift and consolidated via H/F mechanical vibration. MTC tested concrete for Air%,slump,and temp.Upon completion of testing,MTC inspector cast 1 set of(5)4x8 cylinders for compressive strength testing.Cylinders made were left in a cooler on site for initial set prior to being transported to lab for said compressive strength testing. Work performed,that was visually inspected was found to be in conformance with project plans dated 11/06/14,2012 IBC and applicable code,pending the clearance of noted deficiency. Images: tHu�ws*A*ae*h64se/,la*www/P rodsrlgo OWSM a,41OWWWA6.MlMit�� ="M*MW0PN"wsps.hrruipsir�wftft w.i.ri"41-loll olsterIW*T***Iso a C*uaillso,oar.. Alt rlrou r*wrT*1. Corporate * 777 Chrysler Drive T Burlington, WA 98233 * Phase 360.753.1990* Fax 360.7S5.19$0 SW RoRinn • 21 IN 8141CR I>Aka Blvd. S.W.*OI)mpia.WA 90312 - Phone 360.334,9777 * Fax 360,S34.9?79 N% Re;lorl • $05 Dupont Street, Seize 5* Bellingham, WA 99225 * Phone 360.647,6061 * Fox 160,447.11111 Visit our website: scv,n.mtc inc.nfil Belfair Elementary Playsked-PO 20014400012-14K038-01,0210412015,#F63044,Page 1 of 3 RlWatle'rials resting & Consulting, Inc. - Ceatecilnical F.It{�nerills A!'n1r/1lllill$♦Sptrilt{Ma�ec{im��l>,Ic4illl•Tr+hn�•Fn.irvnm,�lll:rf('1+.*a�Ui-:� F.nKiw r dAnnrnnn.%in.vIPAI t •rm�' i �i• -..2� .,..lam�y . ,.. -•�.. t UPLOADED:02/04/2015 16:00:00 UPLOADED:02/04/2015 16:00:00 r - 10, _ IL{ A ► UPLOADED,.02/04/2015 16:01:00 UPLOADED:02/04/2015 16:01:00 lad = ua UPLOADED: 02/04/2015 16:02:00 .: .•.{, ::1.• ..:, -z....•- ;.:.:<. r.-.ant.1..,yaw,,av�•,.4{.,ua.rl+rMra,+1lgt1+tlt wAtlMn+fCw{�yl ttyaq trdklla.MF�IICY/♦bl'�It�A•/'wll�Y.l4�1{MIl1Y 0. r•rarhM fY�tr{l,r rq+n.,+wn.:d xtAiywr wrwpevt4.a 3491.2612 Mnfrltlt itttlnl It ctot+llln{.Im All rlgitt rtsartwC Corporate-777 Chrysler Drive + Burlington, WA 910233+ Phone 3".73l.1990+ Fs: $69.7115.1930 SW Region + 21 IS black Lake Blvd. S.W.+Olympia,WA 911312 + Phone 300.334.9177 + Fax 36p.334.9779 NW Region + $03 Ditpost Street,Suitt 3+ Bellingham, WA 9822S+ Phone $60-647,6061 • Fax 360.647.111 t 1 Visit our wehsite: www.mllc•isc-set Belfair Elementary Playshed-PO 20014400012-14g038-01,0210412015,#F63044,Page 2 of 3 -Materials Testing & Consulting, Inc. ht" Glint haical Fwgiawerine A f nnwNink+Special Impertinn a Meterirl+Tt%ting!Fo inenmenfal Cnw"11 rc ri Fa,�ir�rmd,lnnrnnrx.iin.v IRS! r"`+t.+e 4i `f UPLOADED: 02/04 2015 16:02:00 UPLOADED:02/04/2015 16:02:00 e su4 i UPLOADED: 02/04/2015 16:03:00 UPLOADED:02/04/2015 16:03:00 REPORTED BY:Sam Hyatt Jr. REVIEWED BY:Deane Ramsdell,Project Manager Af w1A'nMr•sb'MiMrilsesiwwsasd.wn4a r+� Air.r �r••niar larlkws..Ml'�tM+ewR.w.il�gaY�rr�rilt�irw�M�w�I�ryli�rw. Mor/t�Ir��M/1�sY.e�A�ww arartrrs rxP'h'!•r ei`n0txncdx�tar wiwign.i.v N4s-7v13 Notorwe TesUq a csurldost.bx. An rlsNs rnT r.N. Corpnrale • 777 Chrysler Drive • Burlington,WA 98235• P\nne 3".755.1994• Fox 360.755.19110 SYY Region • 211E Black Late blvd. S.W.•Olympia. WA 90312 • Phone 360A34.9777 • Fax 360.334,9779 N% Relglan • go$ Dupont Street,$vice 5 • Bellingham, WA 98223• Phone 360.641.6061 Far .160.647.8111 Visit our wehsite: www.m�c inc.nec Belfair Elementary Playshed-PO 20014400012-141Z038-01,0210412015,#F63044,Page 3 of 3 Materials Vesting & Consulting, Inc. 1`I. Gans tirnk-x1 R+3pmid Imspectirm•MMrrinls TeWnt#1:wvi nmmenls►Ce oiling F-vXi,,,erri:tsaaraerx.Umv Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report #C38799 CLIENT North Mason School District DATE 01/21/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM20 1 4-00 1 11 Belfair WA Inspection Information: Inspection Date: Ol/21/2015 Time Onsite: 7:30 am Weather Conditions: 37*F.Foggy Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Column pours for existing structural steel columns around perimeter of the building. Sample Location: Same as above Contractorhinstine Subcontractor: Supplier/Plant:CalPortland 778 Qty Placed,Cu.Yd.: 1 1 Slump,Inches(ASTM C-143)or W/C Ratio: 5 ''; Concrete Temp,IF(ASTM C-1064): 53 Delivery Ticket#: 1077178 Job Spec.Slump 4+/- 1 Ambient Temp,IF: 37 Truck#: 7620 Air Content,% ATSM C-231): 4.6 Min Temp,IF: Batch Time: 7:30 am Job Spec.Air: 5+/_1.5!, Max Temp,IF: Sample Time: 9:00 am Mix#and Proportions: y3025 Cement,lbs.:5610 Coarse Agg,lbs.: 3:'8 Admixture,oz./cwt:Darex 11.80 oz. Flyash,lbs.: Coarse Agg,lbs.: #57. 14800 Admixture,ozJcwt: Water,gals.: 1 1 10 Coarse Agg,lbs.: _ Admixture,oz./cwt: Fine Agg,lbs.: 12760 Coarse Agg,lbs Admixture,oz./cwt: 0 Gallons of water were added ® Prior to sampling Sample Type 8t Compression Test Results: Received 01/22/2015 Sample Set 1 of 1 Type of Compression Test: 'Concrete(ASTM C-- Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (In.) Area (PSI) Type C-617 C-1231 0189 7 01/28/2015 53,775 !i 4.01 12.63 4.260 R'illiam Kilpatrick _ ❑ 0190 28 02/18/2015 69.2207 4.00 i 12.57 5.510 William Kilpatrick ❑ 0191 28 02118 2015 �0.995 4.01 12.63 € 5.620 V't'illiam Kilpatrick ❑ 019' .570 28 02/18/2015(i 70,065 ice. 4.00 12.57 1 5 NAilliam Kilpatrick 3 ❑ 0193 H _ _ 0 ❑ ❑ REQ'D 28 3000 Remarks: Please reference accompanying report=F62736. agseF..ter.+aafr.,o.,�s�..ss.wf.,,e+.;.t.rww4:.a..,w.rbl.,.r.•wr,.a.�».4Q .N+s.�+e�.M.�.oEoats.,..r.!ar•'Mr#r.•,.a•rr�,�.wxd!w4•.tw.anr�.ry#sfN...r+ker.r4r.ewr!r s.rvr hvt*s•apealry rrxrwn pyxa+edaAar, aPs�rewa rp¢r.i P 244P 2!!2 Sist.00i#refrmi i" A!1 rigi•r ra.a rra9. Carprrrale * 777 Chrysler Drive liarlingtre,WA #2231 * Phan*3d9.7SS.1090* Fit 160-145.1986 S N Region - 21 IX 11lack. Late lilvd, $,Wt •Olympia, WA 484I2 * Pbone $ISt A.14,9111 * FAIL 31SE1,5+4.4�,754 N% kt-glan * F05 Dvpoal Stfoct,Suitt 5 * Reliiaght,tn, WA 4192 $ * Phone 160.647.6"1 - Fax Xw.fi47.81 I t Visit our wrbsiie: uww.mtc irnc_mer Belfair Elementary Playshed-PO 20014400012-14KO38-01,OL2112015,#C38799,Page I of 2 /"* -Materials Testing & Consulting, Inc. GwAtrhnical Finainwo az&Cnnuthinc•5peciel Inmpsirti m•►MMrrit+It Testsnc a EnvmmmentAl C Ili.S F.syiwwrrrd..t,.wsmvflrx Sircex 19,51 �`""�r•*a a'-,�°„'"'"" Sand Hill Elementary Playshed - PO 2001400013 - 14KO38-02 - Compression Test: Concrete: Report #C39104 CLIENT North Mason School District DATE "7/201AJW PROJECT LOCATION 791 NE Sand Hill Rd PERMIT# 0M2U14-OU11 Belfair WA � Inspection Information: Inspection Date: 02/27/2015 Time Onsite: 3:29 pm Weather Conditions: £Cloudy,30's F. Inspection Performed: Compre�� Field Data (ASTM C-31): Location of Placement: Column Wraps A-B''1-4. Sample Location: Column Wraps A-B 1-4. Contractor:Rod McConkey Construction. Subcontractor: ':Supplier/Plant: lard rock Inc. .l Qty Placed,Cu.Yd.:9 Slump,Inches(ASTM C-143)or W/C Ratio: 6 Concrete Temp,°F(ASTM C-1064): 57 Delivery Ticket#:24618 Job Spec.Slump 4-/- 1.5' Ambient Temp,°F: 48 Truck#: 15 Air Content,%(ATSM C-231):';5,0 Min Temp,°F: Batch Time: 12:46 pm Job Spec.Air 5+/-1.51 Max Temp,°F: Sample Time: 1:20 pm Mix#and Proportions: CA40A.9 CY _.... Cement,lbs 3,030 Coarse Agg,lbs.: 3 4-11.500 Admixture,ozJcwt:-MBAE 90-25 Flyash,lbs.: Coarse Agg,lbs.: 3`8-3.500 Admixture,ozJc«-t:Poly 997-252 Water,gals.: III Coarse Agg,lbs.: Admixture,oz./cwt: Fine Agg,lbs.: 14.200 Coarse Agg,lbs.: .Admixture,oz./cwt. 10 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 03/02/2015 Sample Set I of 1 Type of Compression Test: Concrete(ASTM C-39) Lab Tests: Test Total Sample Dim Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) In.) (PSI) Type C-617 C-1231 552 7 03/06,'2015 46.115 4.01 12.63 3.650 William Kilpatrick 3 ❑ 55, 28 03:27 2015 58,475 4.01 12.63 4.630 William Kilpatrick 5 1 ❑ 554 28 03:2T2015 59.015 4.01 12.63 4670 William Kilpatrick S ❑ 555 28 03'27.2015 57.015 4.01 12.63 4.510 Willi aml ICt^patrick 5 j ❑ 56 H 0 1 ❑ ❑ REQ'D 28 T4,000 Remarks: Reference report number F63548. TnP/.�gMj'rlR9f�M4lF!!!i.:�ws-...aly r-�4..4.f�4191�rnn��.l#�.lf.rY�,Mit!1� 6f.�41lFlr+T�!rr!S!f SP�f�T'�i"t lt4R.�IR:'9�1i.�14�.�i►;�pY�.ilyy�s},.w�q►.M'.!k� rrrrsattrw rnprrary airrreran.v�+en�xaMn�ar�s�gewY. >r 9i0t-2itIS iA tr�riii♦r.[scini /E.tcatula•�.lnr dti rt�M»:g rs+rr•sd, C'arpn.ratt • 771 Cbrysler Drive • Iturl,ngtse, WA 3111233 • Pbout 360-73b-1090 s Paz 360.79S.1986 SSA' iteRins • 311$ clack Late Blvd, $ IV - Olympia, WA 911412 • Phone 369A.44.9?17 fat 36EL$14.9179 N%* kt-glom • $03 Dopool Strotl, Suilt 5 • IlellisjIbam, *A 462 3 • Phone 3610.641'.6041 Fax 160.647.81 It Visit our website: awv-mic irrc.ze€ Sand Hill Elementary Playshed-PO 2001400013-145038-02,0 212 712015,#C39104,Page I oj2 /'I' Materials Testing & Consulting, Inc l71 cna F roc• p t �ri.i} • REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny.Lab Manager 4�I-,sm�l+�Irask--wpwxi4w.lCawwxRApfeyp�aa{+FwTf.�'+-1 awCN�F:q`w..vsl�*.rM�$9v�'1lS:Mo¢C.IuB.�*R�MS'�MA� !'R.:S"�S�PAF.MR''•D4�C'�MF9mt hw�IH�ka,J y4@Apyrs,ea� P+r' C,IKY'�(4P.l AR`� fj 'FR'�H to#£fAt'ib�, CC'4llTa�ii*� C .�$1�M .:P1� kl lttli81P Tt61.t%� �6.+C°i ldkd�zj Ri�..�Sxd. �1) Ci(:�Ib r¢di t'r E9, Corporate • 711 Chrysler Drive • D'ariingtom, WA *82-AJ • Phase 'A"-733.1090+ Fax S M.715.1996 SW ktglow • 21 Is muck; Late ljtvd• S w'— 01yingta, WA W12 • Phone 30,114,9117 • Fax NW Reglem • so5 Dupotil stttot, Stitt 5- Retii Sham, 4$2 5 + Phone �,60.641-60- * Fax 1fj0."7AI t t Sand Hill Elementag Pikvshed-PO 2001400013-14%038-01,02/27/2015,#C39104,Page 2 of 2 Materials Testing & Consulting, Inc. Gr a1+#+nir3l P� Cmm�suhtinC a ApKial laspWjt,n a 4lrn", h Te d a Eov*+mmerttal Caaxdaog moo Belfair Elementary Playshed - PO 20014400012 - 14KO38-01 - Compression Test: Concrete: Report#C38922 CLIENT No ason School Duct. DATE 02/04/2015 PROJECT LOCATION 22900 NE State Route#3 PERMIT# COM2014-0%11 Belfair WA Inspection Information: Inspection Date: 02/04/2015 Time Onsite: 3:30 pm Weather Conditions: ;37*F..Foggy Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: i 21 Column pours for existing structural steel columns around perimet_. of the building. Sample Location: S,ime as above , -w Contractor: Shinstine Subcontractor: Supplier/Plant:'CalPortland 778 Qty Placed,Cu.Yd.: 7 Slump,Inches(ASTM C-143)or W/C Ratio: 4.5 Concrete Temp,IF(ASTM C-1064): 56 ... __. Delivery Ticket#: 1086532 Job Spec.Slump ,4+/ 1 Ambient Temp,IF: 43 Truck#: 7378 Air Content,%(ATSM C-231) 4.6 Min Temp,IF: Batch Time: I0:55am Job Spec.Air:c5+/-1.5 Max Temp,IF: Sample Time: 11:45am Mix#and Proportions: 23 10'6.0 SK 3/8"3/4"AEA Cement,Ibs 3910 Coarse Agg,lbs.:3;'8.3680 Admixture,oz./cwt:Darex 11.56 oz. Flyash,Ibs Coarse Agg,lbs.:#57, 10360 Admixture,ozJcwt: Water,gals ;117.8_ Coarse Agg,lbs.: Admixture,oz./cwt: Fine Agg,lbs S960 _ Coarse Agg,Ibs• Admixture,oz./cwt: 17 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 02/05/2015 Sample Set 1 of 1 Type of Compression Test: Concrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (In.) Area (PSI) Type C-617 C-1231 0'64 " 7 02/11/2015 51.505 4.01 12.63 4.080 William Kilpatrick 5 ❑ +c - 03'04 2015 62.755 4.01 12.63 4,970 William Kilpatrick ❑ 0366 28 03104 2015 61.635 4.01 12.63 i j 4.881 �_ William Kilpatrick 3 ❑ 0367 �28 03%04 2015' 60385 4.01 12.63 William Kilpatrick 036i H 0 ❑ ❑ REQ'D 2g�� Remarks: Y�*F}ngple+��m�asT�+1w.�.y++...H...+a�.rM. k+.*�+ex1.'r.+^r�'..�..y..�.Ufa..++....,.a....r:Y.,.,R...�..a,...s..w...-r+m+.Ma•�e�t+is�i.peer-�.kl+t.�ea.�A .w.�er►arr�e s' i rarF!}e+rsfa:.prdsyWNW"*arn h—" l=`r.—F ok COrautaist•!a!s. All rt�MetrrtssrrW. Cerporwte • 777 Chrysler Drlvt • lsarlingtro,,RYA #8233 . Phoie 3"-795-1996 • Pat 166.75S-l"I SW Itegfna • 2114 6/*ck Late Blvd, S.W.• Olywnpix, 'WA 90�12 • Phone 46CIA14,91 fax 360$,14.9179 NW Itaglo■ 005 Dopotat Stac-cl. Suitt 5 • ketha8hutn, WA 49215 • Phone 360.64t.61161 Fat 360.647AI1I Visit our website: wuw.mtc inc.s,rt Belfair Elementary Playshed-PO 20014400012-14%038-01,0210412015,#C38922,Page I of 2 Materials Testing & Consulting, Inc. Gnrkct+nirxl 14 r+at+uttin&��tx3rial Fn�pxri++at•!ri»9eriaka Tawtnt�Env�nnmetttsl'Cti� a jc,�wpt�.Jiai>�rnnax Sinxe lf,5l Please reference accompanying report#F63044 Mix was not per submitted mix Design. Standby for.5 hrs after Reinforcing inspection while waiting for concrete to show up on site. RFI#12 states that the columns can be a round column vs the octogonal shape as shown on the approved plans. RF1 dated 2-17-15accepis mix design per Architect REPORTED BY:Sam Hyatt Jr. REVIEWED BY:Curtis Shear,Lab Manager r,t. ,,,-.:a..,.>,:.a,..rttw�.. +�rs+*+ss?.nrNmv+.e.► sxrsaehea�r eet�eArN sa epxert kacaav+nex:rgpa.r a- ;s.p _ ,' �s!sriir'r-ncep�!. aieeetctiutl.Sr•: �!1 eiy-taa sc,a.,es4, Corporate s 777 ChrJztor Bruit • Burlington, %A 492.41 Pkkame 3"-793.1996• Fat A66.799.1996 AW kepties • 221 IS klsct I•ate ittVd_ $.W,— 01yrnpta, 5t.\ gxit2 - P'nnne ;jhGAA4,q'!71 • €si ,3w.$14. 19 1Vtp► Reglae H4)i Dupont Stara, spilt 5 • Rethagham, %A 49225 • phone 36t1.64".41161 + Fax 360,fi47.91 I I Visit our website.. w*%_mtc inc_ner Beyair Elementary Playshed-PO 20014400012-14g038-01,0210412015,#C38922,Page 2 oj2 _ r �r i Materials Testing & Consulting, Inc. ,ITC, Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: NMSD Date: October 8,201t Address: 71 East Campus Drive Project: Belfair Elementary Playshed Belfair,WA 98528 Project#: 14KO38-01 Attn: Eric Nelson Sample#: K14-277 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Test(s)Performed: Test Results € Results 0 Sieve Analysis € See Attached ❑ Sulfate Soundness € 139.2 pcf at ❑ Proctor 7.8% ❑ Unit Weight ❑ Sand Equivalent ❑ WSDOT Degradation ❑ Fracture Count ❑ Percent Fines #200 Wash Moisture Content S eciftc Gravity,Coarse ❑ Specific Gravity,Fine H drometer Analysis ❑ Atterberg Limits El ❑ As halt Extraction/Gradation i ❑ Rice Density El If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Harold Benny WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region—2126 Fast Bakerview Rd,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-811 I SW Region—2118 Black Lake Blvd.SW • Olympia WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 Visit our website:www.mtc-inc.net niTC Materials Testing & Consulting, Inc. Geotechnical Engineering• Special Inspection Materials Testing• Environmental Consulting „ •qa>.k r^fim;4 C.n,.tt�n4 u Sieve Report Project:Belfair Elementary Playshed Date Received:8-Oct-14 ASTM D-2487 Unified Soils Classification System Project#: 14KO38-01 Sampled By:L Watkins GP-GM,Poorly graded Gravel with Silt and Sand Client:NMSD Date Tested:O-Jan-00 Sample Color: accstEot7Eo1 Source:Westside of Parking Lot Tested By:JB/HB/WK Dark Gray Sam le#: FIB 277 ASFaI D-2216,ASTM D-2419,AS 1 M D-4318,AS I Al D-5821 _ Dtsl=0,051 tutu %Gravel=59.0% Coeff of Curvature,C, 3,90 Specifications D(lo,=0.264 mra %Sand=33.6% Coeff.of UnSorraity,Cr.=31.19 2014 WSDOT 9-03.9(3)Crushed Surfacing Top Course Dos)=.0,802 mum %Silt&Clay=Z49/6 Fineness Modulus=5.15 Sample Meets Specs?No Dtp1=2.911 tutu Liquid Limit=n/a Plastic Limit=n/a 13/ro1=6.402 tutu Plasticity Index=n/a Moisture%,as sampled=6.0% Dtdol=8.233 mm Sand Equivalent=n/a Req'd Sand Equivalent= 13,,=14.723 mm Fracture%.I Face=n/a Recj d Fracture%,1 Face= Fmct-90 2-Paces=rl a Ret'd Fracture%2-Faces ASTM C-136,ASTM D-6913 Actual Intelpoiatcd - ca,ns�. Cumulative Cunullatice Sieve Size Percent Percent I Specs Specs be goo b: ax_ S Sx $`a$$ US Metric PassingPassing Mu Min , a � : I_sc� o„ 12.00" 300.00 100% M00" 250.00 100% 8.00" 200.00 100% wo. 6.00" 150.00 100 4.W" 100.00 100 3.00" 75.00 100% 2.50" 63.00 100 2.00" 50.00 100% 1.75" 45.00 1001/. 1.50" 37.50 1001/. 1.25" 31.50 100% 1.11, 25.00 100"/0 100% 3 3/4" 19.00 100941 100"/6 100.0% 990% 5/8" 16.00 960/6 96% 1/2" 12.50 80% 80% 100.0% 80.0% 3/8" 9.50 671/6 67% o• I/4" 6.30 49% j #4 4.75 41% 41% 66.01/6 46.0% #8 2.36 27% xim� 410 2.00 25% 25% #16 1.18 18% #20 0.850 15% 15% xia #30 0.600 13% NO #40 0.425 12% 12% 24.0% 8 0% #50 0.300 10% #60 0.250 101/6 10% #90 0.180 9% 01 ,ao.om ,o.000 lom o.+ao oo,o owl #100 0.150. 9% 9% #140 0.106 8% em,.l.s>.Immt 9170 0.090 8% 9200 0.075 7.41/o 7.4% 10.0% 0.0°/ �_>•"••• -•-u>• -•-M ePr --sa.A•+""° C vriaM SPe+n rn4ineain4gTxhnic>I Salim PS,199198 All msula apply only io>ctual luvtion,and mnlmat+talAluamubal paemsmbcamb,Me public and oursdra>Ilrcpp,¢are subminduWmMdrnral popmy o[dim4 mdaullmrii tiou[puhhralwu ofxu,�.nm4�...Wu+t".,+"r�rtr�.t+,wm.i _anliny.m r�Pn+i+r..mNP�Jinc.uiu�"I.p..,..1 Comments: Reviewed by: Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 Phone(360)647-6061 •Fax(360)647-8111 SW Region-2118 Black Lake Blvd.SW Olympia WA 98512 Phone(360)534-9777 • Fax(360)534-9779 Kitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)698-6787 • Fax(360)692-1919 Visit our website:www.mtc-ine.net Materials Testing & Consulting, Inc. "'T` Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting rr, ��'T�ryng 4 Con.oli Proctor Report Project:Belfav Elementary Playshed Date Received:8-Oct-14 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 14KO38-01 Sampled By:L Watkins GP-GM,Poorly graded Gravel with Silt and Sand Sieve Size Percent Specifications Client:NMSD Date Tested:0-Jan-00 Sample Color US mm Passing Max Min Source:Westside of Parking Lot Tested By:JB/I-IB/WK Dark Gray 12.00" 300.00 Sample#:K14-277 10.00" 250.00 Sample Prepared: Moist:X Manual: 8.00" 200.00 Dry: Mechanical:X 6.00" 150.00 Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 ASTM D 1557:X AASHTO T 180: C _ 3.00" 75.00 Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 2.80 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 1 4.8% 132.8 139.2 Ibs1fe 7.8% 1.75" 45.00 2 4.2% 129.9 1.50" 37.50 JwFk 3 7.3% 139.0 Value w/Oversize Correction Applied 1.25" 31.50 4 9.0% 138.2 Max.Dry Density Optimum Moist 1.00" 25.00 100% ACCREDITED 3/4" 19.00 100% 100.0% 99.0 5/8" 16.00 96 1/2" 12.50 80% 100.0% 80.0% Moisture Density Relationship 3/8" 9.50 67% use - -- 1/4" 6.30 tun --- ___ Air Void 0 #4 4.75 41% 66.0% 46.0 141.0 -- -- #8 2.36 use - --- #10 2.00 25% uzo #16 1.18 c use #20 0.850 15 #30 0.600 o` 131.e #40 0.425 12% 24.0% 8.0% D9.0 #50 0.300 1z90 #60 0.250 10% uzo --- -- #80 0.180 use #100 0.150 9 ox zx m 3% rR si 6% 71 si 9•i to% u% rs% 0% 1^ #140 0.106 Percept Moistu re ♦ na�a Perin" #170 0.090 #200 0.075 7.4% 10.0% 0.0% ASTM D-4718,Misc.Oversize Correction Values Specs:2014 WSDOT 9-03.9(3)Crushed Surfacing Top Course Meets Specs?No %Oversize Mat'l:0% %Gravel:59.0% Ce:3.90 DOo1:0.264 %Oversize Corrected Optimum %Sand:33.6% CU:31.19 D(3o):2.911 Retained Density Moisnue %Silt&Clay:7.4% FM:5.15 D(6o1:8.233 5% 140.6 7.4% 10% 142.1 7.0% LL:n/a PL:n/a Pl:n/a 15% 143.5 6.7% 20% 145.1 6.3% Sand Equivalent:n/a Req'd Sand Equivalent: 25% 146.6 6.0% 30% 148.2 5.6% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: Copinght Sp E.Om mg&Tc ical S-wc PS,1996-98 Fracture% 2+Faces:n/a Re 'd Fracture%2+Faces: .W resuhs apph ml�t a.Jual Iewadns and nucrials ts<J..ic a mutualPMectx+n io clicni,th<Pu61ic and wuuhea,W repot.arc auenini<d ax the conTWrniul pn:pen_ -client..anJ auiharcvanon for puM1lieanon of stat<mrnts.c"n<lusxns rn<.hractc from rcgardmg our r<pm..r..m<d pending o r xrntm approcaL Comments: Reviewed by.- Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 Phone(360)647-6061 Fax(360)647-8111 SW Region-2118 Black Lake Blvd SW Olympia WA 98512 Phone(360)534-9777 Fax(360)534-9778 Vitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)698-6787 • Fax(360)692-1919 Visit our website:www.mtc-inc.net