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HomeMy WebLinkAboutCAG-20-065 - Duvall - A80 - Chain Link Fence Type 4 Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Date CAG 20-065 Duvall Ave NE Section/Title of Project County Duvall Ave NE King Contractor Subcontractor Reed Trucking & Excavating, Inc. C & P Fencing This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 057A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEiQFL Hdgtr.iQPL HQ Use Nc. Product/Type , Manufacturer or Pit Number Reference Code Code A80 Grout Quikrete Co. 9-16 3 Project Engineer/Representative Date State Materials Engineer/Representative Date 11/11/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved NIYes 0 No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval W thheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor El Region Operations Engineer l=1 Fabncation Inspection El Region Matenals ❑State Matenals Lab,MS 47365 ; NON-SHRINK PRECISION GROUT DIVISION 3 PROQt11CT t10a'1S8S-00 Non-Shrink Grouting 03 62 00 PRODUCT DESCRIPTION QUIKRETE`'Non-Shrink Precision Grout is a high strength, non-metallic, Portland cement based material with expansive additives designed for grouting all types of piffc-,sa„Grr-` machinery,steel columns, bearing plates, pre-cast concrete, and anchoring o.,,.•.•„"` aoolications. QUI RETE PRODUCT USE Typical applications for QUIKRETE®Non-Shrink Precision Grout include grouting of: •All types of machinery •Steel columns •Bearing plates PHYSICAUCHEMICAL PROPERTIES •arecast concrete QUIKRETEe Non-Shrink Precision Grout complies with all properties •Other anchoring conditions that require high in-service of ASTM C1107 and CRD 621 producing the results shown in Table strength 1 The non-shrink characteristics of Non-Shrink Precision Grout make it TABLE 1 TYPICAL PHYSICAL PROPERTIES AT 73°F(23°C) stable and capable of handling high load transfers. SIZES Compressive strength,ASTM C109 modified per ASTM C1107 •QUIKRETE' Nen-Shrink Precision Grout—50 LB(22.7 kg)bags Plastic consistency 1 day 3000 psi(20.7 MPa) YIELD 3 days 9500 psi(65.5 MPa) •Each 50 lb(22.7 kg)bag of QUIKRETE°Non-Shrink Precision 7 days 10,000 psi(68.9 MPa) Grout will yield 0.45 cu ft(12.7 L)at flowable consistency. 28 days 14,000 psi(96.5 MPa) Height change,ASTM C1090 TECHNICAL DATA 1,3,7 and 28 days 0 0.2% APPLICABLE STANDARDS Height change.ASTM C827 +0.6% ASTM International Flowable consistency •ASTM C109/C109M Standard Test Method for Compressive 1 day 3000 psi(20.7 MPa) Strength of Hydraulic Cement Mortars(Using 2-in.or[50-mm)Cube 3 days 9000 psi(62.1 MPa) Specimens) 7 days 9500 psi(65.5 MPa) •ASTM C827 Standard Test Method for Change in Height at Early 28 days 12,500 psi(86.2 MPa) Ages of Cylindrical Specimens of Cementitious Mixtures Height change.ASTM C1090 •ASTM C939 Standard Test Method for Flow of Grout for Preplaced- 1 3,7 and 28 days 0 0.2% Aggregate Concrete(Flow Cone Method) Height change,ASTM C827 +0.4% •ASTM C1090 Standard Test Method for Measuring Changes in Fluid consistency Height of Cylindrical Specimens from Hydraulic-Cement Grout 1 day 2500 psi(17.2 MPa) •ASTM C1107 Standard Specification for Packaged Dry,Hydraulic- 3 days 5000 psi(34.5 MPa) Cement Grout(Nonshrink) 7 days 6000 psi(41.4 MPa) •ASTM C1107 Standard Test Method for Flow of Hydraulic Cement 28 days 8000 psi(55.2 MPa) Mortar Height change,ASTM C1090 •ASTM E488 Standard Test Methods for Strength of Anchors in 1,3,7 and 28 days 0-0.2% Concrete and Masonry Elements Height change,ASTM C827 +0.350 Pull-out strength.ASTM E488' 35,000 lbf U.S.Army Corps of Engineers(USACE)•CRD 621 1 tic(31 min)bolts embedded 9"(225 mm)deep.n 3'(75 min)hole in 2000 psi 13.8 MPa)concrete. -r INSTALLATION SURFACE PREPARATION Surfaces to receive the grout must be clean and free of any type of foreign matter,grease,paint,oil,dust or efflorescence.In some cases it may be necessary to roughen smooth surfaces or etch old ones with acid.The area should be flushed and soaked with clean water TABLE 3 prior to grouting leaving no standing water.Place the grout quickly WORKING TIME and continuously using light rodding to eliminate air bubbles, Temperature Working time MIXING 50°F(10°C) 25 min Add the minimum amount of water necessary to produce the desired 73°F(23°C) 25 min flow characteristics as indicated in Table 2.Do not add more water than the amount needed to produce a 20-second flow per ASTM Test 90°F(32°C) 15 min Method C 939.QUIKRETE®Non-Shrink Precision Grout should be CURING mechanically mixed for a minimum of 5 minutes. A damp cure of at least 3 days is necessary to control the non-shrink TABLE 2 characteristics and maintain strength levels. APPROXIMATE WATER REQUIRED FOR 50 LB(22.7 KG)OF PRECAUTIONS GROUT •Additions of cement or other materials will eliminate the designed Plastic 1 al 3.8 L product qualities Flowable 1 gal+1 t 4.3 L •Water quantities may be affected by temperature,mixing method Fluid 1 gal+3 t 5.2 L) and batch size WORKING TIME •QUIKRETE'"Non-Shrink Precision Grout should not be re-tempered GroutWhen properly mixed to a fluid consistency QUIKRETE®Non-Shrink •32 degreeserature toF C) achieve specified results.Use colshould be maintain from 50-dwater in hot Precision Grout will comply with all portions of ASTM C1107 and CRD weather or hot water in cold weather to achieve desired grout 621 and retain a fluid consistency for the maximum usable working temperature. times stated in Table 3. •Do not pour grout if temperature is expected to go below 32 degrees SUBMITTAL REVIEW F(0 degrees C)within a 12 hour period. •Mix no more than can be used in 30 minutes X No Exceptions Taken WARRANTY Make Corrections Noted NOTICE: Obtain the applicable LIMITED WARRANTY: at Amend & Resubmit www.quikrete.com/product-warranty or send a written request to The Rejected-See Remarks Quikrete Companies, LLC, Five Concourse Parkway, Atlanta, GA IMPORTANT NOTICE: This review 30328,USA.Manufactured under the authority of The Quikrete Companies,LLC.©2018 Quikrete International,Inc. does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and Contract Documents. Gray&Osborne, CONSULTING ENGINEERS Refer to iww.gwkrure.com for the most curer(technica(data SOS.and By: DRS Date: 11/11/21 guidesPedreatlons Revised 16 August2018 ,Washington State "IlomeoxrtrnAtat-n£Tr.an c.u„rt &w n: November 11,2021 Qualified Product List Contractor Product Information Contractor: Reed Trucking Contract No: Duvall Ave Sub Contractor: C&P Fencing Date: 11/11/2021 Bid Item: A80 Manufacturer: Quikrete Co., Inc. - Tacoma, WA Product Name: Non-Shrink Precision Grout Standard Spec : 9-20.3(2), Grout Type 2 for Nonshrink Applications Product Description : A pre-packaged, cementitious, non-metallic, non-shrink grout for nonshrink applications. Product Restriction : Acceptance Code : 1141 Code Description : L— • Last Updated : Aug 10, 2011 To be completed by the field inspector: Quantity: Verified By: Date: r-----.... . Washington State Departrnv.nt of Transportation Request for Approval of Materials Contract t A Number SR Date _ 10/14/2021 Section County Duvall Ave NE King Contr*ctor Subcortractor Reed Trucking&Excavating C &P Fencing This form shall be completed prior to submittal. If this lam,is not completed at the time of ' submittal it may be returned for information that was omitted For WSDOT Use Only For assistance in completing,see Instructions and Example RAM# 057 Bid Material or Name and Location of Fabricator, Specification PE/OPL Hdqtr/QPI_ Item No Product Type Manufacturer or Pit Number Reference Code Code A80 Coated End,Gate, Corner&Pull Post Ameristar Perimeter Security, USA,Tulsa,OK 9-16.1(1)A 11 A80 Coated Chain Link Fabric Security Contractors Services Seattle,WA. 9-16.1(1)13 11 A80 Coated Tension Wire Richards Fence,Akron,OH 9-16.1(1)C 11 A80 Misc- Coated Fittings Hearne Steel Co,. Hearne.TX 9-18.1(1)D 11 A80 Concrete-Pre Mix(4000 psi) Quikcrete,Tacoma,WA 9-161(1)F 10 A80 Color Black 11 i Project Engineer rr Date State Materials Engineer Date ( `, — 10/21/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria; Mfg.Cart.of Compliance for'Approver prior to use of material. 3 Acceptance Criteria- Catalog Culs for'Acceptance'prior to use of material Catalog Cur Approved Yes a No 4 Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shpmenr,'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used 6 Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action 8. Source Approved. 9 Approval Withheld: Submit samples for preliminary evaluation. CO Approval Withheld: Non-Shrink Grout per Detail 4 on Sheet WD3 ® Iscellaneous Acceptance Critena Submit samples of coated fencing materials for approval prior to installation. Remarks Provide 2 aerosol spray cans of touch of paint(14 ounce cans), per S.P. 8-12.2 • Project Engineer Distribution State Materials Engineer Distribution 3 Contractor ❑ Region Materials General Fee ❑ Signing inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑Other ❑ Fabrication inspection WS 47365 DOT Farm 350-071 EF Revised 12/2008 ._ IVW%.------ _ VOW NOTES —.-__.. .____ HOG_ (IrP •_ISO - I P�Qet O r TSNOIpN S9R! TQ OWL f 111c0'wa. �," p T. M=SONS post Oases snail be TO" INEPOrT-rM060 i� i l minimum Marnetst T6MSe7e AM- MST BRAG TENSION 2. bosoms,tan;Hog 0 , .1TMA1L POST ! - �L{SAO! a TfJIS1gN0amr"ACE OST ::li:Z•`v}:`','•.'•{*.i i;{?;;4:ti'=t a 'J :j; ••' •'i •r •.,.•:,. i' ! .4 .w tauten ih.Chan LUN:Fence .4 ti a�.v ;e5:: *.•:{ 4 :•M;it} {:. A•.: --.4 :.{.7 : :_ yp5i:$4:rY �Y {JY ‘ Pilot/0MuTenebnNl •'`''C• .•r;'• C4, °f✓ •.� •" - •' •'•�•}�✓x-.�� limbs Of tlw fllSt IW fabric.wew. • ;• TENSION VYS! novas 4 ` �; •C• 4.+.•., :4.'' MON 1 .:?IV' }, r, TEnsIONwvS .s. 9 Niels twNMwtrsignortivo p st not j. • • 4 •r; :: - " a JS times:rawsn ensign or poems 4, rAsarcNANO P +` k• ;'`• �? den of rtyparUalerOnce : sTSe'TC ER uw ITYRI •,. Z✓,. .... �LS• :' ?•�!► -trliETciEa S+w tn.I �'`. :iti5 i•= ''- 0 f i�w. • ••? S •:•:'r.•.•ti n 4a y Y ^:r: 4. 0 J..`:4 A.e. :,•.e....:.•.. } , , ' e}fyt.� i2e .' Y� __...r r,,. _.4::.•.44•:::•.Y V••Y.�'_ ? : •1Nar�!`A4 Jam? > ',.� • '37.:. ,Nv.;•f�:i , • IJY/NIZiH rJ.r .,"' _•--0G MIe -- " TelatOtYang "' b ` \.SPUMES mom 14 \ Dom",m r RP•44ITYP.) SF'ACi'.0 a&'kw( .I h.i bit (TPP•i '1 , (+ E FABRIC -•7[ASAN MU POST I r-FABRIC i • ._ 1 CONdiPTE MST SAW(tYP.I PAM SAND. ammo IS W t TYPE 3 �i J _ ID'MAx eoa eNdoRCpalR "' Peke. v __ ,y PWiPOST-wAWO i��iopG�u Ss TYP) 'h. peRACS POST r TSNIYDN WIRE ®Sp7 MAIL lPAClo f�I•Mac VISION TM! , PtA.t POST 1.16 t71Mxt.-SPALCO SooaT TOIrIM WIR!.� i)Y1)""-.. 0 TENSION WAS .� _ IawuL�m •f AOE(TW. SISACE POST jt;,,>.v.5:..._, •..- ..':c':•kCe;•.....•.•• ••i..- A I. :.. . '.. METh1O�OFFASTENINf3 11 j: i�I2• .:r! v,," , 'v`'-er i•1 +ti✓' :..**.•:• :•.i.•- sTRETCHER8AR79 •.✓. TENSION Nine ;'�: TO rPlr G >, �; 4 _ •i}" POS' rfRI '"... .4• r. � 'p• Y _Iti DINE ; . 4'1 •�{. :: •.4`,i•?; LI a y?�!••• Ry. .. '.rl :}''• :Y�,:'•••'C .'f• �t .d`•WG'�`•N.. l4'• v�.. . �.•.n.1v, t / `'tlfryii°' •L. _ Q j1T' (+t � YAGSIii I� ��� ISN.-1 FA1S0 t� Y TYPE 4 0., ,e NY.T i f trIP1$TStA *. �f'ORAL 11 6 POST AND RAILSPECIFICATIONB 31O EN* `l l PPS ! CHAIN LINK MINCE .J Ror FORME7 TYPES 3 AND 4 Pert ' MO1.IL SECTION STANDARD PLAN 42O,1Q•W fog ' SHOT i OF S SMITS 0419.DORfiR OR PULL POST 2 sir ant, Q I Lie •_. PENCE►Si _ - hr'FRDM1f Pall PUBLICATION Pasco'Aeolic*Al 010$1111 LSfOSSM,CEPOST ADIAN. ( Ile ` -1enea 0 [ J L_ ) ^•a�wa. SSc ___ 0 • YM►q.a Pub Spwr elT I g VS NUT Ths POAGLT ii hi... EVE BO!T -TENSOR WARTlIRAIIUQaf _.ate ---�=.v �. I.;T3.--. - -_ ir. �. ��i i STRETCHER CUR lilAIONIMt mac MAD I , 'I TEMIAOq WIRE ��"'� T IM MT.) 'I I►fir► -_ STRIPS 1IMk(rYPJ iTIQ OR CORNER(ORACE)PO$T PULL PONT(AT BRAD Oh coAw% DOTS DETAIL •-. TINIIQI(MYM TIE YAM- o I496101.{►Y►4 400 '-- -✓.; ji ! IOOLT . 4 S5'J MIUJT l Nek ICKL {-r 1{AtlMJOLLI 1 ! ara.Ialwale 1 ► u ,#I1 ® _ _::'- 1iAADnYAl1iI ". TFK,B!Ch t �r IiI 11111 ar wee. WPM RAM(T1TJ t I ; :'. 7 *A }as>s O sr y �� ��.' ,P� *del ItsRa �'k I�, stiGMAI. /'*- V $1IITE$IIMR MP.) ! abRAcc PONT PULL POST WW1 NON CHAIN LINK FENCE TYPES 3 AND 4 OETAk 0 DETAIL OD STANDARD PLAN L-20.10-02 DORT2Oi2SOORTE APPROVED FOR PLRICATN)N FORGO 8ekotichJN OW21/12 WMiyw Yr�4^�.r d. ink T rw I . _ . - -v •.r . .. SECURITY CONTRACTOR SERVICES, Inc , ..- .. .. -.. ..„ --- .. , : , - -- -. __„.. — . , SCS,Inc is a leading independent wholesale supplier of fencing products on ' 1 the West Coast,including Alaska and Hawaii. We recognize what it takes to meet the needs of fence contractors,architects,engineers and other Industry professionals. Along with our complete line of quality products,we provide expert design and manufacturing capabilities,the fastest response time and a reputation for exceptional service and reliability. Contact SCS today and get covered! Chain Link Fabric MESH SIZES 3/W' - lir - SW' - l'' - 1-1/41' - 1-1/7" - 1-314* - RI GAUGES AVAILABLE(core) 14 - 12 - 1cl - 10 - 9 - 6 ASTM F668 ! Class 2A;Polymer cutting Extruded&Adhered to Zinc-coated Steel Wire L-tfirs 2B;Polymer Coatlng Fused&Adhered to zirTWIFE--- FEDERAL SPEC RR-F-191 Type IV AASHTO:M181 lyre IV-PVC&Other Organic Polymer-coated Steel Class A;Extruded&Bonded Over Zinc Coated Wire Class B; ..,I Fused&Bonded Over Zinc Coated Wire HEIGHT SELVAGE tip to 5'-IKnuckleifi]6'to 20' -Twisted&Knuckled,Knuckled,or Twisted. Framework ASTM:F1043 [Group IA&Cfoup - o n or r AASHTO:M181 Type IV-Grade 1 to Grade 2-PVC&Other Organic Polymer-coated Steel Fittings ASTM:F626 Minimum of 6 mils of coating; Tension&Brace Bands,Hinges,Caps,Eye Tops,Rail Ends,Sleeves,Tie Wires Colors .„.. „..... 1111 Black 111Broam I Green 111111P Custom Large Enough to Serve - Small Enough to Care SAN JOSE SACRAMENTO PORTLAND SEATTLE 408-295-8556 916-338-4800 503-255-9950 206-767-7383 800-843-7893 www.SCSF ENCE,COW 1 1 SPEC Q STRUCTURAL CONCRETE 03 31 00 .41C1ow- me OUIX1 E meanie dfications for Packaged, Dry, Combined _a ill:T : 1 414f9 Materials for Mortar and Concrete FteiSICAL/CelliCAL PRpI RUES CONCRETE rbee. QUIKRETE Concrete Mk exceeds the cornpres- MIX CEMENT• CONCRETE PRODUCTS"' �e..s.r.�..•„N.aa.a••y,��„ur. Siva strength retirements of ASTM C387, as shown in Table 1, a i r • 1.Product Name QUIKREiEN Concrete Mx re C 5.Installation ..,,,•,,,,,,,,., fit11111=_ ' 2.Manufacturer rpanies Stake out the planned area and remove soa I One Securities Contra or soil to the desired depth Nail and stdce One ixedrnonf Rd.. Suite 1300 forms seaxefy in place.Tamp and compact the suttose until firm. Atkanta,GA 30305 9l DETER Concrete!Acne) (404)634-9100 MACHINE MIXING INSTRUCTIONS acid water as needed uifil a stiff,moklcide Far: (404)842-.424 67UIKRETE Concrete Ma can be mitred in a barrel- consistency is odveved www-wkrete.com type concrete mixer or a mortar roar, • Be sure all materiel is wet • Choose the meter size Heist appropriate for • Do not leave standing puddles 3. Product Description the se of the job to be done BASIC USE • Allow of least T cu ft(28 L)of mixer - Note - For other bag sizes, use Table 2 to By for each 80 lb(363 kg)bag of QUIKRETE determine water content. For pouring corx ete 2'(51 mxrm)thick or more Concrete Ma to be mixed at one time APPUCAT}ON arxf building or repaking mytt*'g out of con- • For each 80 b (363 kg) bog of QUIKRETE Crete,including: Method far Pouring a Slab Concrete Mix to be mixed, add opproxi- • D • Foundation walls and footingsom the s motley 6 pt(28 L)of fresh water to the mixer Glens before concrete is • Sidewalks, Curbs. stems ramps and walk- • Turn an the n-er and begin addng the • P ooedDo not leaveways ending puddles • concrete to the mixer • Shovel place sit Appliance and equipment platforms • if the rnaterici becomes too dffktit to mrx- e of the into the form fill • Pipe and past footings to the fLp depth of the form • Root slabs and patios add addrfiond water until a wafkoble ma s • After concrete has been compacted and • Pools.fish pools stepping stones obtorred spread to completely fin the forms without • If a slump cone is avcilabie.cefpist water to or pockets,strike off and float immeciotely • Splashbs cks and bird baths achieve a 2•-3"(51.76 rrTrn)slump • To strike off,use a straight board(screed), • Rime&slu e protection • Driveway repairs Note-Find water content should be approx- moving the edge boat and forth with a COMPOSITION&Iv1AT�?tALS i matety 6-9 pt(2.8.4.3 L)of water per 80 Idsavelike motion to smooth the surface COMPO Concrete Mix corsets of a urtiformdy �3 kg)bag of concrete. For other bag sizes, • Use a derby or bull float to float the su- use Table 2 to determine water content face:this levels cry ridges and fills voids eft blended. properly proportioned mixture of by e straight edgestone,grovel,sand,Pcrtland cement and ather HAND MIXING INSTRUCTIONS the concrete away from the forms toy ingredients approved for use in concrete, • Ernpty concrete bags into a sutoble mixing running an edging tool or trowel along the container sus • Far each 80 It (363 kg) bag of mrx, add • art forms to corrpoct the slab edges • 40 lb(18.1 kg)bags approxirratety 6 pt(2_8 L)of dean water 1" Q mm)deep control ioinh ntn ttw • 60 Pb(272 kg)brags • Work the mix with a shovel,rake or hoe and • 80 t)(362 kg)bags — SUBMITTAL REYIEIN y19.D TABLE I TyRCAt PROPERTIES OF QUEI ETE Ti No Exceptions Taken • An 80 lb(36.3 kg)bag yields approximately OONO?ETE MIX' Cr Make Corrections Noted 060 ail ft(17 L) Amend & Resubmit • A 60 lb(272 kg)bag yields approximately C'aB'ti'e Ccmpres�ive strength Pc X Re acted See Remark s 0.45 ca ft(12.7 L) siz 1 • A 40 lb(18.1 kg)bag yields approximately 7 days2500pm} IMPORTANT NOTICE: This review s ft030 a (8.5 L) (tr?AiFks does not relieve contractor from his 28 4.Technical DatadQvs 6 ) responsibility to comply&conform AFRICABLESTANDARDS Slum range 2--3• 4c with the Plans. Specification, and (31 7e mm) Contract Documents. ASA International-A,STM C387 Standard Spe- c�6 g 4.tic rxan ctac n OCctxaar w ASTM J WAWA'A'crd uw:VR'ae lacIstroWi eOd nc a,n cram}nie„er Inc The+an mn SWC-0w1.4 io nwt gnu te the"cock t3rraY 411L VH P11e' 12][:. J*•amh albs t ikvtrae Mrtl$,, •any At.trot Oomiscr re'.anlmMe.i ieon2f0 for N(tsXq mmnocy MN Ga'amo CONSULTING ENGINEERS Non-Shrink Grout p.r Detail 4 on Shoot WD3 By: DRS Date:10/21/21 SPEC D STRUCTURAL CONCRETE 03 31 00 The QUKRETE Companies • Allow concrete to stolen slightly,waftrrq until wet, when applying curing compound. replacement of its product (as purchased) all water teas evaporated from the surface Complete coverage is essential found to be defective, of at the shipping before howeing or applying a broom finish • Other methods of providing proper Gums oorrpertes' option, to refund the purchase Note • For best results. do rot overwork the include covering the surface with wet price.h the event of a!aim under this war- material. butcp;keeping the surface wet with a lawn runty, notice must be given toThe QU1KiEiE Method for Setting Fence Pasts sprarkler and seating the concrete surface Companies in writing.This isnited warranty Is with plastic sheeting or waterproof paper to issued and accepted in Neu of all other • Dig post hale about 3 times the diameter of prevent rcetue loss express warranties and expressly excludes Ro- the post,Hole depth shoed be I/3 the aver- • if burlap is used,it should be free of c hemi- billty for conseck entici damages, of post heiilt aais that could weaken or ciscolor the con- • Place 6'(52 rim)of dry ccricrete mix in the crete.New txriap should be washed before &Maintenance bottom of the note.Position the post,check' use. Pace it when The concrete is hard None reared. rig that it is level and pfunb.Condone con- enough to wittwtcr d surface damage and aete mix with water and place into the hale sprirldeit periodically to keep the concrete 9.Technical Services • When stanCbng water has evaporated from aiface c,ntina, ,moist The Q4J1KRETE Companies mantain ted-riicd the concrete. smooth the surface. Taper it • Water curing with lawn spriiders,nozzles or field representatives throughout the country. away from the post so rain will flow in that soaking hoses nut be coniinuais to pre- Contact a Oval distributor for the rxzne and drection Waft 24 hours before post is sub• vent interruption of the curing process number of the nearest representative or call jetted to any strain • Curing with plastic sheets is cawerrent.They QUIKRETE Corshuction Products, • Fa load-bearing apple. follow locd must be Icid flat,thoroughly sealed at joints t bidding cc des fcf proper footing spedfroa- and anchored oc e&Jy along 10.Filing Systems p( gUTpl,S Adcftiond product information a evadable FINISHING • Curing=pounds should not be applied if from the rnorufactt.rer. Any standard concrete Misting technique Is rain or temperatures below 5) degrees F aoceptable for use with QUIKRETE Concrete co degrees C)are expected within 24 hours MTx,Concrete can be hand troweled power • airing wee plastic or burlap can cause troweled broom finished or finished with other patchy discoloration n colored concrete.For speaol>y finishes. Coored concrete, wet acing or the use of CUR% QUXRETE Concrete Sealer is recommended Genera! • Do not use cuing compounds ciuWg late Cuing is she of the most important steps in tali on surfaces where ce-icers will be used ccnaete construction.Roper curing increas- to melt ice and snow. tag cuing corn- the strength and dtrabdity of concrete, pounds at that time may prevent proper ai and a poor cxsing job can run cn otherwise d'ting of the concrete.which is neoessay to well-date project.Proper water content crxi enhance its resistance to damage mused temperature are essential for good curing.In by de-Icers near freezing temperatures the hydration • Protect concrete from freezing during the process sows considerably,When weather is fist 48 thous.Plastic sheethp and iistiation too hot,cry or windy.water is lost by evapo- blankets should be used if temperatures ore ration from the concrete,and hydration stops, expected to fall below 32 degrees F resifting in finishing difficxities and cracks.The (0 degrees C) ideal arcunstances for cxrrhg are ample moisture and moderate temperature and 6•Availability wind conditions, QUIKRETE Concrete Mix is available at leading Curing shagd be started as soon as possible concrete construction supply houses and cis- and shah/ki continue for a period of 5 days h tnbutors, Contact QUIKREiE Construction warm weather at 70 degrees F Products for the name of the nearest dealer. (2i degrees C) a higher or 7 cloys In colder weather at 50-70 degrees F(10-21 degrees C). 7.Warranty Specific Curng Methods The QUIGETE Companies warrant tthis product * 9tJAQiETE Concrete Sealer provides the ears to be of ch antgble d when wed or lest and most convenient method of Caring. applied "' prodocceuct is r with the instructions as ai it- Apply by spray,brush or roller soon tatter the herein.The product is not warranted as suit- fi d finishing operation when the surface is gene far any ose os for which use other than the hard. The surface may be darrp, but riot general pupae it is intended. t Uctilty under this warranty s limited to the c>4a3 80 at Ore c`ns,rmn 9 spErAxie and •O.WM-W e' r reed mynak•of Peed&ado-Pc Ns PA Par s•[Gwu ramior��nrMre m et,•Qua ea* `)C atNtsuttim Data ba• er or• W ad ,d ur• r,ard n k si oer•Arbn.➢w maufaame,•rriaauda rip lerdricri mama. 4• T Yfed CorebuctIca 0041Y kris Pervad. • . .• sington State - October 14,2021 • Qualified Product List Contractor Product Information Contractor: Reed Trucking Contract No: Duvall Ave NE Sub Contractor: C&P Trucking Date: 10/14/2021' Bid Item: ASO — -_ Manufacturer: Ameristar Pertieter Security, USA •-•Thlsa, OK Product Name: Permacoat PC-46 Standard Spec : 9-16.1(1)A, Fence - Chain Link Fence - Round Post Material, Grade 2. Product Description :-Grade 2 round pots for chain link fence: Une post, brace post, end post, corner post; pull post&gate,post. Product Restriction : The approved sizes on the QPL.are: 1:660", 1.900", 2.375 , and 2.875". Acceptance Code :.2215 Code Description : Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1,08.3 and the logs) or batch(es)of material being certified, where applicable, shall be Identified. This documentation is required with each dellery of material to the project. Supporting mill test reports indicating that the product'meets the applicable: specifications may also be required. If the Contract contains a Buy America clause, the PEO Is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Mar 24, 2018 To be completed by the field inspector: Quantity: Verified By: Date: Washington State - Detaartwiant rsf T_rmn cruartn October 14,2021 Qualified Product List Contractor Product Information Contractor: Reed Trucing Contract No: Duvall Ave NE Sub Contractor:. C-&P Fencing Date: 1014/2021 Bid Item: — A80 Manufacturer: Hearne Steel Co., Inc, - Hearne, TX Product Name: Galvanized Steel Fence Hardware Standard Spec: 9-16.1(1)D, Fence- Chain Link Fence - Fittings and Hardware Product Description : Galvanized steel fence hardware; Fence clips, post caps, tension bands, tension bars, rail end caps, etc. Product Restriction.: Acceptance Code : 3102 Code Description : Visually verify the product delivered to the Job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : May 16, 2016 To be completed by the field inspector: Quantity: Verified By: Date: