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HomeMy WebLinkAboutCAG-20-065 - Duvall - A90 - Plastic Traffic Arrow . ANIL NH&Shftl 0n Stye . • . war Dement Of T' tio n Request for A_ o p.- r _vat of Material Contract Number - - ''FA Number SR - bate N/A Duvall Ave NE CAG 20-065 _ -- _ _ -_ . - ___ _—._-___, __. 11/28/2022.__,..--_________._ Section/Title of Project County Duvall Ave NE ! King I Cantred& , ---------- - - Subcontractor • - - ;I Reed Trucking & Excavating, Inc. , -Stripe Rite . - ' ---- This form shall be completed prior to submittal.If this form is not compete at time of submittal it may i; -For WSDOT Use Only' I be returned for information that was omitted: . ' RAM# 006E 13 E Use Bid Item Matenai or ,., Name and Location of Fabricator, Specification PE/QPL -is Hdqtr./QPL HQ Use No. '; Product/Type ' Manufacturer or Pit Number ,,, Reference Code Code • A90 ' Glass Beadsi' Type D MMA 8 ; = y v _ — .. .. I. 1 ,1 it I !, j 1 - 1 I: i Project Engineer/Representative Date State MaterialsEngineer/Representative I Date - - - 122/7/2022 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 ❑Yes ❑No 4. 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. . . Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. . Source Approved: Mfg, shall specify catalyst to be used with HPS-6/ Duraset 1 Extrude Use Catalyst#999460LV for HPS-6/ Duraset 98:1 Profile/ Extrude 9. Approval Withheld: Submit samples for preliminary evaluation. - ' 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): , Remarks I ' (HQ): II DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer 0 Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 Washington State rW Department of Transportation Qualified Product List Product Information Manufacturer : Ennis-Flint, Inc., Salem - OR Product Name : Duraset MMA Standard Spec : 9-34.3(4), Pavement Marking - Plastic Type D: Liquid Cold Applied Methyl Methacrylate Product Description : Approved for ALL TYPES. Spray application: Transverse, symbols, long line and grooved long line (Statewide); Extruded application: Transverse, symbols, long line and grooved long line (Statewide); Profiled-long. line (Western WA Only) . Product Restriction : The Field Inspector is required to document the Plasticizer utilized within the Duraset MMA for Field Verification documentation. If specific Plasticizer is not indicated on the label/package, PEO to retain documentation from Ennis-Flint, Inc. documenting which Plasticizer is used within the Duraset MMA being placed along with the contract name and number. Place material according.to the manufacture's recommendations. A manufacturer's technical representative shall be present at the initial installation of plastic material to approve the installation procedure or the material manufacturer shall certify that the Contractor will install the plastic material in accordance with their recommended procedure. Acceptance Code : 3101 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. Note 'Restrictions' when present. Last Updated : Jun 4, 2021 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT© 2016 HPS-6/Duraset 1 Extrude Methyl Methacrylate Pavement Markings PRODUCT DATA Product Type: HPS-6/ Duraset 1 Extrude Product Codes: 999461W 999461Y Product Color: White Yellow Mfg. shall specify catalyst Approved Application Methods: Extrude = Surface/Inlay to be used for this project Product Description: Physical Characteristics: Methyl Methacrylate (MMA) pavement marking materials are plural component products designed for long line and Property Test Method transverse line pavement marking applications where durability is required.They offer reliable cure times, even in Density 14-16 ASTM D1475 cool temperatures, and provide outstanding adhesion to (Lbs/Gallon) both concrete and asphalt.These products can be inlaid for Total Solids >99% D2205 even greater durability. Material contains intermix beads (%,weight) for enhanced long term retroreflection. Pot Life >8 minutes AASHTO T-237 HPS-6/Duraset 1 Extrude is mixed by volume with the proper liquid or powder BP() catalyst depending on No Track time .4 30 minutes max D711 application equipment. This 100%solids product installs at Adhesion >200 psi D4541 thicknesses between 60-200 mils depending on application method used. Hardness SO Min ASTM D2240 (Shore D) MMA pavement markings will offer long life performance through excellent durability, adhesion, retroreflectivity and Skid Resistance >_45 bpn ASTM E303 color stability properties Chemical Pass 7 days emersion Resistance Product Advantages: Reflectance White:>80 ASTM D6628 • Very Durable.A solution for areas where pavement (Yvalue) Yellow:>50 marking presence is an issue. Tensile Strength 125 min ASTM D-638 (kPa) • Low application temperatures with reliable cure times. Elongation 20% min. ASTM D-638 • Tenacious adhesion to asphalt and concrete substrates. • UV stable. Uses color stable pigments and resins that I Water Absorption 0.5%max ASTM D-570 reduce fading of markings. EPA Ref Method 24,40 • Recommended for streets, highways, crosswalks, symbols voC <100 g/I CFR,Appendix A to & legends Subpart D of Part 59 Packaging: HPS-6/Duraset 1 Extrude MMA is available in pails or Other: drums, and requires the appropriate catalyst. SUBMITTAL REVIEW Optimum retroreflectivity and skid resistance is achieved No Exceptions Taken when the proper reflective media and aggregate are X Make Corrections Noted _ Amend&Resubmit used. Rejected-See Remarks IMPORTANT NOTICE:This review Effective date: 1/1/2015 does not relieve contractor from his responsibility to comply&conform The product data offered herein is,to the best of our knowledge,true and accurate,but all recommendations are made without warning, with the Plans,$ ecification,and expressed or implied.Because the conditions of use are beyond our control,neither Ennis-Flint nor its agents shall be liable for any injury,loss or p damage,direct or consequential,arising from the use or the inability to use the product described herein.As Ennis-Flint has neither control over fit Contract Documents. the installation of product described herein nor control of the environmental factors the installed markings are subjected to,there is no guarantee as to the durability or the retroreflectise properties of any marking system applied.No person is authorized to make any statement or recommendation not contained in the Product Data,and any such statement or recommendation,if made,shall not bind the Corporation. Graybo Ix>tc. Further,nothing contained herein shall be construed as a recommendation to use any product in conflict with existing patents,and no license y a czar, under the claims of any patent is either implied or granted. CONSULTING ENGINEERS ENNIS-FLINT By. DRS Date:12/7/22 A Traffic Safety Solutions Company 800.331.8118 sales@ennisflint.com www.ennisflint.com ©2013 Ennis-Flint All Rights Reserved HPS-6/Duraset Methyl Methacrylate Pavement Markings PRODUCT DATA Product Type: HPS-6/ Duraset 98:2 Profile/Extrude MMA Product Codes: 999822W 999822Y Product Color: White Yellow Use Catalyst#999460LV Approved Application Methods: Extrude either Surface/Inlay or Extrude Profile Product Description: Physical Characteristics: Methyl Methacrylate (MMA) pavement marking materials are plural component products designed for long line and Property Test Method transverse line pavement marking applications where durability is required.They offer reliable cure times, even in Density 15-17 ASTM D1475 (Lbs/Gallon) cool temperatures, and provide outstanding adhesion to both concrete and asphalt. These products can be inlaid for Viscosity 6-12 Daniel Flow even greater durability or they may be profiled in bump or Total Solids >99% D2205 other patterns for enhanced retroreflection and audible (%,weight) warning. Pot Life >8 minutes AASHTO T-237 HPS-6/Duraset MMA is mixed, by weight 98 Parts MMA to 2 Parts Liquid BPO Catalyst (999460LV).This 100%solids No Track time 30 minutes max D711 product installs at thicknesses between 60-500 mils depending on the application method used. Adhesion >200 psi D4541 MMA pavement markings will offer long life performance Hardness 50 Min ASTM D2240 through excellent durability, adhesion, retroreflectivity and (Shore D) color stability properties Skid Resistance >_45 bpn ASTM E303 Product Advantages: Chemical Pass 7 days emersion Resistance • Very Durable.A solution for areas where pavement Reflectance White:>80 marking presence is an issue. i (Yvalue) Yellow:>50 ASTM D6628 • Low application temperatures with reliable cure times. Tensile Strength 125 min ASTM D-638 (kPa) • Tenacious adhesion to clean and dry asphalt and concrete substrates. Elongation 20% min. ASTM D-638 • UV stable. Uses color stable pigments and resins that Water Absorption 0.5%max ASTM D-570 reduce fading of markings. • Recommended for streets, highways, crosswalks, symbols EPA Ref Method 24,40 & legends VOC <100 g/I CFR,Appendix A to Subpart D of Part 59 Packaging: HPS-6/Duraset 98:2 MMA 999822W and 999822Y are available in pails, drums or totes and requires the ordering Other: of appropriate amount of liquid BPO catalyst Optimum retroreflectivity is achieved when the proper SUBMITTAL REVIEW reflective media is used. .X No Exceptions Taken Make Corrections Noted Amend&Resubmit Effective date: 1/1/2019 Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his The product data offered herein is,to the best of our knowledge,true and accurate,but all recommendations are made without warning, expressed or implied.Because the conditions of use are beyond our control,neither Ennis-Flint nor its agents shall be liable for any injury,loss or responsibility to comply&conform damage,direct or consequential,arising from the use or the inability to use the product described herein.As Ennis-Flint has neither control over with the Plans,Specification,and the installation of product described herein nor control of the environmental factors the installed markings are subjected to,there is no Contract Documents. guarantee as to the durability or the retroreflective properties of any marking system applied.No person is authorized to make any statement or 41101, recommendation not contained in the Product Data,and any such statement or recommendation,if made,shall not bind the Corporation. Further,nothing contained herein shall be construed as a recommendation to use any product in conflict with existing patents,and no license under the claims of any patent is either implied or granted. .;` CONSULTING ENGINEERS ENN/5-FLINT By DRS Date 12/7/22 A Traffic Safety Solutions Company 800.331.8118 sales@ennisflint.com www.ennisflint.com ©2013 Ennis-Flint All Rights Reserved OP Ennis-Flint Jill 4161 Piedmont Parkway Suite 370 .. Greensboro, NC 27410 air Phone:800.331.8118 ENNIS-FLINT, sales@ennisflint.com The Mark of Traffic Safety www.ennisflint.com March 6, 2018 RE: Stripe Rite Approved Installer To Whom It May Concern: This letter is to certify that Stripe Rite has been trained in the application of the complete line of highway pavement marking products manufactured by Ennis-Flint. Stripe Rite is considered to be a certified installer of our products. Sincerely, Daaa p. `t'i&ut David P.Villani Product Line Director Phone: 859-447-2387 dvillani@ennisflint.com r Washington State Departrnent of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 10/4/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite 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# 006D PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A90 Glass Beads Swarco MEGALUX-BEADS 10 Project Engineer/Representative Date State Materials Engineer/Representative Date 11/28/2022 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 ❑Yes ❑No 4. 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. pproval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): "MEGALUX-BEADS" included in submittal are "Rejected" Remarks (HQ): See attached required "Utah Blend" beads - to be used with Type D MMA. DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 SWARCO I The Better Way.Every Day. StIfaiCODQ Road Marking Systems MEGALUX-BEADS TECHNICAL INFORMATION Drop-on I Premix I Reflective Glass Beads PRODUCT SPECIFICATION Our highly reflective MEGALUX-BEADS® make marking systems more visible at night, in particular under wet conditions.This effect is achieved,firstly,by their crystal clear surfaces and,secondly, by the large diameter: Consequently, the bead protrudes out through the film of rain and is able to reflect the beam from the headlight. Suitable for thin-layered marking systems with increased requirements for visibility in the wet. SIEVING RANGE ACC. TO EN 1423 MEGALUX-BEADS MEGALUX-BEADS MEGALUX-BEADS 600-1400 1000-1700 600-800 2000 0-2 1700 0-2 0-10 1400 0- 10 20-50 1000 30-70 95-100 0-2 850 65-95 0-10 600 95--100 95-100 MAIN USES & COATINGS T14 T15 T18 H Reactive Thermoplastic d ./ Solvent-Based Paints d �/ Waterborne Paints �/ d Cold Plastic PRODUCT INFORMATION SUBMITTAL REVIEW No Exceptions Taken Refractive Index Class A acc.to EN 1423 Make Corrections Noted Bulk Weight 1,6 g/cm3 Amend&Resubmit Hazardous Substances As, Pb, Sb-Class 1 (<200 ppm) X Rejected-See Remarks Packaging Paper bags of 25 kg net or Big Bags IMPORTANT NOTICE:This review does not relieve contractor from his Storage Dry and sheltered; Can be stored for 24 months irteilpciffigilllitipWWWIlly&conform with the Plans,Specification,and Contract Documents. Gray 8z Osi,orirke, CONSULTING ENGINEERS www.swarco.com/rms By: DRS Date:11/28/22 E.rms-europe@swarco.com �N::::„:„: .,44.:7‘ ‘: . � + . a 47 .1.-: ' .... '.4:* :4- s r 40,,.' r. ..::'., ��j � `�.♦4111'1.�!R'�. iiititotor {�". ) r w. .4 Fri '. * If , t z '} 4% Sri,. y + + �!y .•y t l. �:. 10 , �a. SWARCO 18/50 UTAH LARGE 50% BLEND GLASS BEADS Reflective glass spheres for drop-on or intermix applications with reflective highway markings: US MESH MICRON MASS % PASSING 18 1000 65-85 30 600 30-50 50 300 0-5 Appearance Beads shall be colorless, transparent, spherically shaped, essentially free of air inclusions and carbon residue and conform to the above gradation in accordance with ASTM D1214 and / or AASHTO PP-74. Swarco 18/50 Utah Large 50% Blend shall contain a minimum of 50% direct melt glass beads. Roundness Minimum 80% true spheres below the#30 sieve measured according to ASTM D-1155, FLH T520 or AASHTO PP-74. Index of refraction 1.50 to 1.55 by oil immersion method. Chemical Resistance to hydrochloric acid, water, calcium chloride, and sodium sulfide as tested per methods outlined in sections 4.3.6 to 4.3.9 of the TT-B Federal Spec. 1325. Moisture resistance & Flow Characteristics Beads shall not absorb moisture when stored properly. They shall remain free of clusters and lumps and flow freely from dispensing equipment. Coatings Per customer request and specification - Moisture Resistance, Adherence Coating, Dual Coating, and Flotation. Heavy Metals Meets and /or exceeds all MAP-21 requirements. Testing upon request. Swarco glass beads perform well in all binder systems, including alkyd and hydrocarbon thermoplastic, water and solvent based paint, epoxy, and methyl methacrylate. If you have any questions about proper application techniques or other technical support issues, please contact your Swarco sales or customer service representative. Above information should not be taken as a warranty or representation for which we assume legal responsibility. It is offered solely for your consideration,investigation and verification. SWARCO INDUSTRIES,LLC, 1-800-216-8781, office.industries@swarco.com SWARCO REFLEX,LLC, 1-877-634-2589, office.reflex@swarco.com w Adak IWWashington State IF Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date GAG 20-065 10/18/2022 Section I Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite 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# 006C PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A90 Glass Beads 3M 8-22 3 Project Engineer/Representative Date State Materials Engineer/Representative Date 10/27/2022 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. °Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4. 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 Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): Series Names: Dry M White - 50M and Also provide submittal for Wet M White - 70M "Utah Blend" glass beads DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor El Region Operations Engineer Fabrication Inspection D Region Materials El State Materials Lab-MS 47365 3MScience. Applied to Life." Transportation Safety Division 3MTM Connected Roads All Weather Elements Product Bulletin CR AWE January 2022 Replaces Product Bulletin CR AWE Dated May 2019 1 Description 3M Connected Roads All Weather Elements("Elements") have been designed for use on roadways and highways, primarily as long line pavement markings.They can be used in either new marking applications or as parts of maintenance marking applications. Elements,when used with compatible binders,form markings that are highly visible,day and night, under both dry and wet weather conditions. SUBMITTAL REVIEW Table 1.3M Connected Roads All Weather Elements product family. X No Exceptions Taken Series Names Make Corrections Noted Dry White 50 so Wet White Amend & Resubmit Dry Yellow 51 91 Wet Yellow Rejected-See Remarks Dry M White 50M _70M Wet M White IMPORTANT NOTICE: This review Dry M Yellow 51M 71M Wet M Yellow does not relieve contractor from his Dry E White 50E 70E Wet E White responsibility to comply &conform Dry E Yellow 51E 71E Wet E Yellow with the Plans, Specification, and Contract Documents, Gray&Osborne, Inc. CONSULTING ENGINEERS By: DRS Date:10/27/22 �;,: fix 2 3MTM Connected Roads All Weather Elements January 2022 2 Composite Optic Construction Elements consist of an outer layer of microcrystalline ceramic beads partially embedded into composite cores to provide optimal performance under dry and/or wet conditions. ' , 3 Specifications - . 3.1 Retroreflectivity Elements,when tested according to the methods below,shall have the minimum wet and dry cup brightness values presented in Table 2. e Table 2.Minimum initial coefficients of retroreflection [cd/lx/m2]. ' ' ' Property`/test method • 'Series Dry;,Dry '- 'Series 50;50E, 'Series,90;70E,. Series.,Wet;, ;E,pty M' , ' 50M 70M ' ' 'Wet.E;,WettM' Dry Cup Brightness White:18.6 White:7.4 White:1.8 ' RA,cd/Ix/m2 Yellow:11.5 Yellow:4.6 Yellow:1.1 N/A Wet Cup Brightness White:2.4, White:4.2 White:6.0 RA,cd/Ix/m2 N/A Yellow:1.2 Yellow:2.1 Yellow:3.0 3.2 Retroreflectivity Measurements . 3.2.1 Equipment and Supplies • 8 to 24 ounce(200 to 800 mL)glass jar and lid • No.30 US mesh 8"(200 mm)sieve or close equivalent • Sieve pan • Sieve lid • 400 mL glass beaker • Glass stir rod or metal spatula • Large glass or plastic funnel(greater than 5 in./130 mm top opening) • Balance,accurate to 0.1 gram • Metal or plastic sample weighing pans • Concentrated Simple Green®All Purpose Cleaner • Drying oven,set to 150°F(65°C) • Sample cups- Glass petri dishes,approximately 2 to 4 in.(50 to 100 mm)diameter and at least%in. (12 mm)high • RoadVista®932 retroreflectometer or equivalent conforming to CIE Publication 054.2-2001 and/or ASTM E1709,capable of pointing nearly vertically down onto a sample resting on a horizontal surface with -4.0°entrance angle and 0.2°observation angle , • Wash bottle with water and soap solution-200:1 water to pH neutral household dish-washing detergent(5 g/L) 3.2.2 Sample Preparation 1. Collect a representative sample of Elements. 2. Measure out 100 grams of sample using balance. 3. Place 100 grams sample of Elements in clean glass jar and screw on lid. 4. Shake vigorously by hand for one minute to remove fines. 5. Attach sieve pan to bottom of sieve. 6. Empty jar contents onto the sieve. ' 7. Place lid on sieve,then swirl and shake sieve and contents for 30 seconds. 8.-Remove sieve pan and lid and discard pan contents. 9. Transfer sieve contents into a clean 400 mL glass beaker, using funnel if necessary. 10. Pour or spray Simple Green®over the Elements until Elements are barely submerged. 11. Swiftly stir submerged Elements with glass rod or spatula for 20 seconds and let stand for 20 minutes. Fill the beaker to at least half way with clean water,then stir for 20 seconds. • •h u 1 3 3MTM Connected Roads All Weather Elements January 2022 12. Decant as much liquid from the beaker as possible without pouring out Elements. 13. Refill beaker containing.Elements to at least half way with clean water.,,stir for 20 seconds,then decant as much liquid as possible.Repeat until rinse water is clean and;clear(3-5 times). 14. Pour the Elements from the beaker ontathe sieve,to remove any excess water,and spread them out evenly on the sieve screen to form a thin layer. Rinse the Elements in the sieve,tray with clean water to remove any remaining debris and cleaning solution.Tilt the sieve slightly to allow excess retained water to run out of the sieve. 15. Place the sieve with Elements in the 150°F(65°C)drying;oven and leave untihthoroughly dry(allow at least 30 minutes). 16. Remove sieve and Elements from the oven and allow to cool to room temperature. 17. Transfer enough of the cooled Elements from the sieve to•a glass petri dish, using a funnel if necessary,to form an even layer of Elements about'/a in.(6 mm)deep. 3.2.3 Dry Cup Brightness Test Procedure 1. Calibrate retroreflectometer according to manufacturer's recommendations. 2. Use manufacturer-supplied stabilizing devices to ensure proper alignment of retroreflectometer with the sample in the petri dish. 3. Set the retroreflectometer to take measurements using -4.0°entrance angle and 0.2°observation angle. 4. Place the dish and sample on a flat, level surface. 5. Carefully rest the instrument on the rim of the petri dish with its measurement area positioned over the Elements. 6. Take a measurement and record the RA value in cd/lx/m2. 7. Repeat the procedure for 2 more samples from each batch or lot and report values as the averages of the three samples. 3.2.4 Wet Cup Brightness Test Procedure 1. Calibrate retroreflectometer according to manufacturer's recommendations. 2. Use manufacturer-supplied stabilizing devices to ensure proper alignment of retroreflectometer with the sample in the petri dish. 3. Set the retroreflectometer to take measurements using -4.0°entrance angle and 0.2°observation angle. 4. Place the dish and sample on a flat,level surface. 5. Using the wash bottle,gently flood and cover the Elements in the petri dish with the soap and water solution. Manually press down any Elements that float to ensure a smooth,even liquid surface above the Elements,across the entire petri dish. 6. Carefully rest the instrument on the rim of the petri dish with its measurement area positioned over the Elements. 7. Take a measurement and record the RA value in cd/lx/m2. 8. Repeat the procedure for 2 more samples from each batch or lot and report values as the averages of the three samples. 3.3 Gradation The gradation of Elements shall meet or be within the limits in Table 3. Table 3.Element gradation. „SUS Mesh-' Micron' ` Mass^Percent of;Elements'. !Passi ng;A5TM:D1921; 10 2000 95-100 14 1410 0-40 20 850 0-5 ,'•-- ' ,.:.:��," �;crF._•'° .tt,.n.,,. {'• ':-y,z. .yam,,....;.•%,,, •":;,-,. .i:"�-,%^. =,,, ,4 ,:%•r'- r J , i �h, } r aE =xa.: 4 3MT"Connected Roads All Weather Elements January 2022 4 Elements Use and Binder Compatibility Table 4 presents the general compatibilities of Elements with several common pavement marking binders. Table 4.General compatibilities of 3M Connected Roads All Weather Elements. 'Elements series RargetThickness, ;Elementsseries Elements series Binder final dr"y/,cured for'high dry for balanced for.•high wet Elements series-for wet and dry all wet reflectivity reflectivity reflectivity 'reflectivity High build water-borne 18-25+ Dry 50 90 Wet paint Thermoplastic s90 Dry 50 90 Wet 3M LPM 5000 18-25+ Dry 50 90 Wet Epoxy and Polyurea 18-25+ Dry E 50E 70E Wet E (excluding LPM 5000) Methyl Methacrylate 20-150+ Dry M 50M 70M Wet M (MMA) 4.1 Reflective Elements for High Build Waterborne Paint Elements Series Dry,50,90,and Wet are generally compatible with paints formulated with Dow® FASTRACKTM HD21-A binder.Since formulations may vary, users should test for ultimate compatibility and performance. Markings should be applied at a target wet thickness of at least 25 mils(0.025 inches). 4.2 Reflective Elements for Thermoplastic Markings Elements Series Dry,50,90,and Wet are generally compatible with formulations based on alkyd and hydrocarbon binders with a target thickness greater than 90 mils.At a minimum,these materials should meet AASHTO M249 specifications.Since formulations may vary, users should test for ultimate compatibility and performance. 4.3 Reflective Elements for Epoxy and Polyurea Markings Elements Series Dry E,50E,70E,and Wet E are generally compatible with formulation's of epoxy and polyurea pavement markings.Since formulations may vary,users should test for ultimate compatibility and performance. 4.4 Reflective Elements for 3M LPM 5000 Markings Elements Series Dry,50,90,and Wet are compatible with 3M LPM 5000 markings. Please see 3M Product Bulletin 3M LPM 5000 for further information. 4.5 Reflective Elements for Methyl Methacrylate (MMA) Markings Elements Series Dry M,50M,70M,and Wet M are generally compatible with MMA pavement markings. Since formulations may vary,users should test for ultimate compatibility and performance. 5 Installation 5.1 Weather and Pavement Conditions Elements should be applied according to the manufacturers'application guidelines for the appropriate binders. 5.2 Installation Equipment Elements must be installed using a double-drop Element/bead delivery system.The Elements must be installed as the first drop of the two drop system and at a truck speed of no greater than 8 mph to minimize loss,prevent rolling,and ensure adequate sink.Contact 3M Technical Service at 1-800-553-1380 for additional information on modifying existing equipment. -1 _-•-�,,,,,^"�..%. - i,� - i;�.j4---r- - is - -r-' i.:r` , ^^ 'r. .. ttdrrd hj t• 5 3MTM Connected Roads All Weather Elements January 2022 5.3 Binder Thickness Elements should be applied at target binder thicknesses according to the guidelines presented in Table 4. Contact 3M Technical Service for product recommendations and additional application information and restrictions. 5.4 Placement of Elements and Beads Elements andaccompanying second drop beads should be applied to pavement marking binders such that the Elements and beads do not roll,thus ensuring that their exposed portions are free of binder material. Elements and beads should be embedded(sunk)into binders to a depth of approximately 50%of their diameter. Under- sinking the Elements and beads will result in their premature loss and the optical failure of the marking.Over- sinking the Elements will result in low dry and wet brightnesses. 5.5 Typical'Properties Typical average initial retroreflectance values are shown in Table 5.Some variance should be expected across applications,and all values represent initial properties unless otherwise noted. Table 5.Typical average initial coefficients of retroreflected luminances [mcd/m2/Ix]. iP,ro'perty/test•metfiod' Series Dr,y,'Dry' ;Series'50,OE; Series'90,70E, Series Wet, E,Dry'M 50M• 70M Wet‘E,Wgt,M • Retroreflectivity,Dry Average White:1250 White:700 White:500 N/A ASTM E1710 Yellow:900 Yellow:525 Yellow:375 Retroreflectivity,Wet Recovery Average White:275 White:375 White:400 ASTM E2177 N/A Yellow:225 Yellow:300 Yellow:325 Retroreflectivity,Wet Continuous Average White:200 White:275 White:300 ASTM E2832 N/A Yellow:150 Yellow:225 Yellow:250 a. Typical retroreflectivity results represent average performance for smooth pavement surfaces.Results may vary due to differences in pavement type and surface roughness.Initial readings taken of"M"or"E"Elements must be performed after the treatment has been cleaned off of the Elements.Increased Elements drop rate may be necessary to compensate for increased surface area characteristic of rough pavement surfaces.Wet retroreflectivity testing of markings applied in grooved or recessed surfaces is difficult since water pools in recesses.In such cases,consider installing sections of pavement markings for testing on either a smooth section of the pavement surface,or on rigid panels(50 mil aluminum).If markings are applied to panels,allow them to cure,then move them carefully for retroreflectivity testing-make sure to protect the optics when transporting. Elements with"E"and"M"designations have been treated to prevent them from over-sinking into the binder and to slow the wicking of the binder onto the Elements.This treatment causes a temporary reduction in retroreflectivity that is regained after exposure to weather and vehicle traffic. Retroreflectivity recovery may take up to 5 weeks,depending on the weather and vehicle traffic levels. Data presented in Table 5 were, therefore,taken after the treatment was cleaned off.Similarly,users should take,initial retroreflectivity readings on E and M type Elements after the treatment has been cleaned off by exposure to weather and vehicle traffic. However,if spot checks are required for markings containing"E"or"M"Elements at the time of application,they should only be performed upon fully hardened markings and after the treatment has been manually cleaned off of the Elements.To remove the treatment,soak the line section to be measured with Concentrated Simple Green®All Purpose Cleaner. Let stand for 2 minutes,then rinse clean with water. Blot the line with a clean,dry cotton towel to remove excess water and allow to dry completely before performing dry or wet retroreflectivity tests. Table 6 show typical properties for markings made with Elements. Table 6.Other typical properties of 3M Connected Roads All Weather Elements. Property Test'Method +Ezpecteil Result Index of refraction of ceramic beads ASTM E1967-98 1.89 for Dry,2.4 for Wet 24-hr exposure of microcrystalline No more than 15%of beads Acid resistance of glass ceramic beads to 1%solution(by showing distinct opaque surface weight)sulfuric acid upon microscopic examination -v�"`-F„ •q. ', m.", r,.-,�+•."e„✓"„:^�..:,: `�'�•, ��yl.,` 4.' _ _ - ^,;-::3..,a"'--, ,�,�,,z;A a,.:.., -:4.--�r..r;:,=c•,'.r ...„.. '��' •dot, ,��¢.. „as -n, ••t i._._.._^.4.i�..........d....^..._...-.Y....-.4-....s ...__.._...L.e1:fL:. v.=-._�.. 6 3MTM Connected Roads All Weather Elements January 2022 5.6 Traffic Marking Binder Material The marking binder shall be of quality and type as designated by governing agency.The quality binder shall be thoroughly mixed, homogeneous,and applied to the road surface per manufacturer's specifications. 5.7 3M Connected Roads All Weather Elements The Element type must be selected based on marking binder type,according to the criteria described in Table 4,and the Elements be the same color as the binder.The Elements must be-installed using the double-drop Element/bead delivery system,with Elements being the first drop.Contact 3M application engineering for additional installation questions. 5.8 3M Connected Roads All Weather Elements Application Rates Minimum Elements application rates for smooth or densely-packed pavement surfaces are presented in Table 7.The application rates stated provide good initial retroreflectivity and match the longevity,or restripe frequency,of most pavement marking binder systems to which the Elements are installed. More heavily traveled roads will require greater quantities of Elements to achieve similar longevities. Rough pavement surfaces(open-graded mixes,large stone mixes,etc.)can have up to 50%more surface area than smooth surfaces.As a result,rough pavement surfaces require greater quantities of marking materials (binder, Elements,and beads)than smooth surfaces to achieve similar coverages. Table 7.3M Connected Roads All Weather Elements application rates. Units Minim`u'm.for Durable Markings ' .`Minimum`for Temporary,Markings on on Smooth'Surface Smooth Surface Pounds per 4-inch lineal foot 0.018 0.009 Pounds per mile,4-inch width 93 46.5 Grams per 4-inch lineal foot 8 4 Grams per square foot 24 12 Grams per square meter 260 130 Pounds per gallon-20 mils—240 ft/gal 4.2 2.1 Pounds per gallon-25 mils—190 ft/gal 3.4 1.7 Pounds/100 Sq ft 5.3 2.6 Element count per square inch,average 35-40 18-20 Viz. z:_<.'.,_• 1,` nr fir'!, ... .+. ...�✓.v_.t-.�....�.—._.......:.,�FL?:.....'w"-.�i.✓...-r...�"�. r-,.....�,,. 7 3MTM Connected Roads All Weather Elements January 2022 5.9 Second Drop Glass Beads A second drop of glass beads is necessary to improve physical characteristics,durabilities of finished markings,and assure expected track-free times.Glass beads usually provide some measure of increased visibility during dry conditions as well. Many different glass bead gradations are currently used for pavement markings.Table 8 presents glass bead gradations appropriate for temporary and durable applications to paint, polyurea,epoxy, 3M LPM 5000, MMA,and thermoplastic.The gradation of the second drop must meet or be within the limits in Table 8. Table 8.Typical gradations of second drop glass beads. Coinmon;bead types:with<liquid.pavement markings iBead,gradations-,massipercentspassing(ASTM D1214)• . .``Temporary;PavementMarkingsDurable Pavement'Markings tUS Mesh; Microns Missouri ". , AASHTO;N1247 , FP03 718;19' • e Pe ation Type.3 Spe- Performance TyFe 1. ;T." 'Specification 12 1700 100 14 1410 95-100 16 1180 100 80-95 18 1000 10-40 65-80 20 850 95-100 90-97 0-5 25 710 0-2 30 600 75-95 60-87 0-30 40 425 50 300 15-35 0-15 0-5 70 212 0-5 80 180 100 150 0-5 a. A minimum of 15%of the total weight shall be from direct melt glass.All+30 US mesh beads shall be 85% minimum rounds and have a minimum crush strength of 30 lbs.in accordance with ASTM D1213. Typical glass bead application rate ranges are shown in Table 9. Table 9.Typical glass bead application rates. .High`Build. Polyurea/31VI; +BinderType:Units ,, "'Waterborne- " Epoxya MMA', Ther.moplastic., 'Paint, LPNf5Q0U'`' Pounds per 4"lineal foot 0.026-0.053 0.033-0.053 0.05-0.0917 0.033-0.053 0.033-0.053 Grams per 4"lineal foot 12-24 15-24 22.7-41.6 15-24 15-24 Pounds per gallon 20 mils 6.4-12.8 8.0-12.8 12-22 -240 ft/gal Pounds per gallon 25 mils 5.1-10.2 6.4-10.2 9.5-17.4 -190 ft/gal Pounds/100 Sq ft 7.94-15.87 9.92-15.87 15-27.5 9.92-15.87 9.92-15.87 Preferred bead type Missouri Type P or 18/50(Utah) 18/50(Utah)or FP-3#718.19 Type 3 a. Bead drop rate may be adjusted to achieve adequate track-free time. 5.10 Quality of Second Drop Glass Beads The required glass beads shall have an index of refraction of 1.5 when tested by the immersion method at 25°C(77°F).The glass beads shall be surface treated for optimal performance with the liquid binder traffic marking.The glass beads shall have a minimum of 70%rounds as measured according to ASTM D1155.The surfaces of the glass beads shall be free of pits and scratches.The glass beads retained on a#40 U.S.mesh sieve(425 microns)shall have a minimum crush strength of 30 pounds,in accordance with ASTM D1213. l6 t 4'^ �t M• '�. Ji'' _ r: r. fi's S".` .. .,.>....�......._. '+�:i:,.,.,.,.s...�*..- ...,.c,....�...,..i.....,,.._..a.t.°.,:::��:�"':�....,r:.n v,...F.,,........�_._..,_�...,.......v..a:.'_,::,....,,.�.rn,._s:..:a::.:x.��. ._..,_ 8 3MTM Connected Roads All Weather Elements January 2022 6 Storage For best results,store Elements,covered and off the ground,in a cool (40-100°F,4-38°C),dry area,indoors or outdoors. Use Elements within one year of receipt. Follow binder and glass bead manufacturers'instructions for storage. 7 Health and Safety Information Read all health hazard, precautionary,and first aid statements found in the Safety Data Sheet("SDS")and/or product labels of chemicals prior to handling or use. Refer to SDSs for information regarding volatile organic compound ("VOC")contents of chemical products.Consult local regulations and authorities for possible restrictions on product VOC content and/or VOC emissions. 8 Quality Policy and Warranty Information 8.1 3M Basic Product Warranty 3M has no control over application methods or the quality of the surface to which materials are applied. Therefore,3M's warranty for Elements shall be limited to the quality of materials supplied. Elements are warranted ("Basic Warranty")to be free of defects in materials and manufacture at the time of shipment and to meet the specifications stated in this product bulletin. If the Elements are proven not to have met the Basic Warranty on their shipment date,then a buyer's exclusive remedy,and 3M's sole obligation,at 3M's option,will be refund or replacement of the Elements. 8.2 Disclaimer THE 3M WARRANTY IS MADE IN LIEU OF ALL OTHER WARRANTIES OR CONDITIONS, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY,OR FITNESS FOR A PARTICULAR PURPOSE,OR ANY IMPLIED WARRANTY ARISING OUT OF A COURSE OF DEALING OR OF PERFORMANCE,CUSTOM, OR USAGE OF TRADE. 8.3 Limitation of Liability Except for the limited remedy stated above,and except where prohibited by law,3M will not be liable for any loss or damage arising from the use of or the inability to use the Elements or any 3M product,whether direct, indirect,special,incidental,or consequential damages(including but not limited to lost profits, business,or revenue in any way),regardless of the legal theory asserted including warranty,contract,negligence,or strict liability. Before using,the user shall determine the suitability of Elements for his/her intended use and the user assumes all risk and liability whatsoever in connection therewith. 3M assumes no responsibility for any injury,loss,or damage arising out of the use of a product that is not of our manufacture.Where reference is made in our literature to a commercially available product made by another manufacturer(for example,application equipment),it shall be the user's responsibility to ascertain its effectiveness and to take any precautionary measures required for its use,as outlined by the product's manufacturer. • - 9 Other Product Information Always confirm that you have the most current version of the applicable product bulletin,information folder,or other product information from 3M's Website at http://www.3M.com/roadsafety. • 4 Y7 t r 9 3MTM Connected Roads All Weather Elements January 2022 10 Literature References 3M IF 5.18 Application Guidelines for Pavement Markings in Grooved Pavement Surfaces 3M IF 5.22 All Weather Paint Application Guidelines for Elements and Glass Beads on a High-Build Waterborne Traffic Marking Paint 3M IF 5.23 3MTM Connected Roads All Weather Elements Application Guidelines for 3M Connected Roads All Weather Elements 3M IF 5.24 3MTM All Weather Thermoplastic Pavement Markings Application Guidelines. 3M IF 5.28 Liquid Pavement Marking Application Guidelines Series 5000 3M PB AWP All Weather Paint 3M PB AWT All:Weather Thermoplastic 3M PB LPM 5000 3MTM Liquid Pavement Marking Series 5000 ASTM Test Methods are available from ASTM International,West Conshohocken, PA. 7`"^.... 4•.',;' 7 Sm _ 7 ` yr$�. ,Nt.+ .Iry l s' For Information or Assistance Call: 1-800-553-1380 In Canada Call: 1-800-3M HELPS (1-800-364-3577) Internet: http://www.3M.com/roadsafety 3M,and Science.Applied to Life.,are trademarks of 3M.Used under license in Canada. All other trademarks are the property of their respective owners. Simple Green is a registered trademark of Sunshine Makers,Inc.,RoadVista is a registered trademark of Gamma Scientific Inc.Dow is a registered trademark of DowDuPont.FASTRACK is a trademark of DowDuPont.All other trademarks are the property of their respective owners. 3M assumes no responsibility for any injury, loss,or damage arising out of the use of a product that is not of our manufacture.Where reference is made in literature to a commercially available product, made by another manufacturer,it shall be the user's responsibility to ascertain the precautionary measures for its use outlined by the manufacturer. Important Notice All statements,technical information and recommendations contained herein are based on tests we believe to be reliable at the time of this publication, but the accuracy or completeness thereof is not guaranteed,and the following is made in lieu of all warranties,or conditions express or implied.Seller's and manufacturer's only obligation shall be to replace such quantity of the product proved to be defective.Neither seller nor manufacturer shall be liable for any injury, loss or damage,direct,indirect,special,or consequential,arising out of the use of or the inability to use the product. Before using, user shall determine the suitability of the product for his/her intended use,and user assumes all risk and liability whatsoever in connection therewith.Statements or recommendations not contained herein shall have no force or effect unless in an agreement signed by officers of seller and manufacturer. 3M Transportation Safety Division 3M Center,Building 0225-04-N-14 St.Paul,MN 55144-1000 USA Phone 1-800-553-1380 Please recycle.Printed in USA©3M 2022. Web 3M.com/roadsafety All rights reserved.Electronic Only ws 3M Brownwood Plant 4501 Hwy 377 South Brownwood, TX 76801-5907 325-646-3551 3M CERTIFICATE OF CONFORMANCE TO: Stripe Rite THIS IS TO CERTIFY THAT THE MATERIAL SHIPPED AS INDICATED HEREIN ALSO COMPLIES TO THE SPECIFICATION LISTED BELOW: MATERIAL: 3MTM All Weather Elements MATERIAL: LOT NO QUANTITY CR AWE SERIES 50 22271ESB1 10 Bags CR AWE SERIES 51 22276ESB5 5 Bags PURCHASE ORDER NO: ELEMENTS DOCUMENT DELIVERY NO: 8072354982 SPECIFICATIONS: 3M Specifications for All Weather Elements October 12, 2022 Document Received From: Phu Trac Quality Specialist 3M Transportation Safety Division 71 Washington State Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 10/4/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite 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# 006B PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr,/QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A90 Glass Beads Swarco 10 Project Engineer/Representative Date State Materials Engineer/Representative Date 10/13/2022 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 ❑Yes ❑No 4. 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. ®Approval Withheld: Proprietary Item, 3M 50/50, Utah Blend and 50M or 70M for plastic 11. Miscellaneous Acceptance Criteria. symbols and lettering. Remarks (PE): Remarks (HQ): This submittal also includes two cement concrete mixes, provide separate CMS submittals and identify proposed Bid Items for concrete DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor Region Operations Engineer ❑Fabrication Inspection Region Materials State Materials Lab-MS 47365 GHS SAFETY DATA SHEET (SDS) SI/VarC03114c Date Revised:September 30,2014 Supersedes: March 6,2014 GLASS BEADS for all sizes and types Version number:GHS 1.0 according to OSHA 29 CFR 1910.1200 appx.D and Regulation(EC)No.1907/2006(REACH) SECTION 1 - PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: Standard Beads, Blends, MEGALUX-BEADS® PRODUCT USE: Reflective,grinding, blasting,decorative and filling beads-road marking materials-drop on materials SUPPLIER/MANUFACTURER: Swarco Reflex, Inc. PO Box 1558-900 N. Denton St. Mexia,TX 76667 Ph.:(254)562-9879 Fax:(254)562-7601 Swarco Industries Inc. 270 Rutherford Lane Columbia, TN 38402 Ph.:(931)388-5900 Fax:(931)388-4039 EMERGENCY: 1-800-535-5053 Website: www.swarco.com/americas SECTION 2 - HAZARDS IDENTIFICATION GHS CLASSIFICATION: Classification of the substance or mixture Glass beads are not considered to be hazardous by the EPA under 29 CFR 1910.1200 and the Federal Register,Vol.51, No.221,pp 41 582-4 1 594.The RCRA status in unused material is not hazardous according to the list of CERCLA chemical. It is not on the toxic chemical list in the Committee Print Number 99-169. Classification according to Regulation (EC) No 1272/2008 (CLP) This mixture does not meet the criteria for classification in accordance with Regulation No. 1272/2008/EC. Classification according to Directive 1999/45/EC (DPD) This mixture does not meet the criteria for classification in accordance with Directive 1999/45/EC. GHS LABEL: Labelling according to Regulation(EC)No 1272/2008(CLP) Not required SIGNAL WORD: WARNING! Hazard Statements O Precautionary Statements O Dust can cause irritation to the cornea and Overexposure may cause temporary respiratory irritation. conjunctiva.Causes mild skin irritation.Localized The product enters directly through the oral or nasal cavity. redness,pruritus and/or pain.May cause irritation by the inhalation of dust. SECTION 3 - COMPOSITION / INFORMATION ON INGREDIENTS CAS# EINECS# REACH (Pre-registration Number) 65997-17-3 266-046-0 Chemical Name Glass Oxide- Soda Lime Glass SiO2(68-75%),Na2O(12-18%),Ca0(7-12%),Mg0(0-5%),AI2 Amorphous,no hazardous substance(no free Silica) )3 0-2.5% SECTION 4 - FIRST AID MEASURES Contact with eyes: Remove contact lenses,if present and easy to do.Continue rinsing,irrigate copiously with clean,fresh water for at least 10 minutes,holding eyelids apart. Do not rub affected area. Skin contact: Wash hands after handling beads and before eating. If skin irritation or rash occurs;get medical advice/ attention. Inhalation: If existing respiratory/conditions are aggravated in your use of this product,get to well ventilated area. If conditions persist seek medical advice/attention. SDS-SW-0214 1 Ingestion: Rinse mouth with water(only if the person is conscious). SECTION 5 - FIREFIGHTING MEASURES Suitable Extinguishing Media: This product does not burn. HMIS NFPA 0-Minimal Unsuitable Extinguishing Media: None Health 1 0 1-Slight Exposure Hazards: None Flammability 0 0 2- Moderate Combustion Products: None Reactivity 0 0 3-Serious Protection for Firefighters: Filtering half-face mask(EN 149),P3(filters at least 99.95%of airborne particles.4-Severe SECTION 6 -ACCIDENTAL RELEASE MEASURES Personal precautions: Wear gloves as required per job and Safety Glasses or Goggles for eye protection. Environmental precautions: Knock down dust with water spray. Methods for Clean up: Vacuum or sweep up excess material to avoid a possible slipping hazard. Materials NOT to be used for Clean up: Do not use compressed air for clean up. Reference to other sections: Personal protective equipment:see section 8,Disposal considerations:see section 13. SECTION 7 - HANDLING AND STORAGE Handling: Don't use a brush or compressed air for cleaning surfaces or clothing.Avoid the release and swirling of dust.Wash hands after use.Do not eat,drink and smoke in work areas.Remove contaminated clothing and PPE before entering eating areas. Storage: When not in use,keep containers tightly closed.Store in a dry place.Removal of dust deposits(control of dust). SECTION 8 - PRECAUTIONS TO CONTROL EXPOSURE / PERSONAL PROTECTION Occupational exposure limit values (Workplace Exposure Limits) Dust,particles Country(Identifier)-Source TWA[mg/m3]STEL[mg/m3]ACGIH TLV OSHA PEL **US 10mg/m3 15mg/m3 GB(WEL)-aac.to"EH40/2005" 10(i)/4(r) KR(EL)-acc.to"MoEL" 10 TW(PEL)-acc.to"CLA" 10(i)/5(r) Notation inhalable fraction r respirable fraction this OEL value corresponds to that of other listed phthalates US(Untied States) **Conforms with all requirements of the(RCRA)Resource Conservation and Recovery Act of 1976 and the Federal Highway Administration MAP-21 "for heavy metals requirements for road markings" GB(Great Britain) WEL:Workplace Exposure Limits EH40/2005 Workplace exposure limits,Table 1:List of approved workplace exposure limits(as consolidated with amendments December 2011) (http://www.nationalarchives.gov.uk/doc/opengovernment-license/) KR(Korea,Republic of) EL:Exposure Limit MoEL:Ministry of Employment and Labor"Exposure limits of chemicals and physical agents" TW(Taiwan) PEL(Permissible Exposure Limits of hazardous substances in air) CLA:Council of Labor Affairs"Standards of permissible exposure limits of airborne hazardous substances in workplace"Appropriate engineering controls Don't use a brush or compressed air for cleaning surfaces or clothing.Regular cleaning of work area.Use a vacuum cleaner fitted with an HEPA filter. Individual protection measures - ^ (personal protective equipment) Eye/face protection l`�J) Use safety glasses or goggles with side protection. Skin protection • hand protection Wear protective gloves SDS-SW-0214 2 • other protection measures Wash hands thoroughly after handling.Wear suitable working clothes. Respiratory protection Use respiratory protection for dust-intensive work:NIOSH approved dust respirator or dust mask;Filtering half-face mask (EN 149). Environmental exposure controls • -;?r ! Control of dust.Use of compressed air to clean clothes prohibited. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance: solid(spherical) Odor Threshold: not applicable Odor: Odorless not Boiling Range: not applicable pH: applicable Evaporation Rate: not applicable Melting/Freezing Point: >2000°F, 1400°C,transition Flammability: not applicable temperature: 1166°F,630°C. Flammability Limits: LEL: not applicable Boiling Point: not applicable UEL: not applicable Flash Point: not applicable Vapor Pressure: not applicable Specific Gravity: 2.4-2.6 s/cm3 Explosive properties: p insoluble not not applicable Solubility: applicable not Oxidizing properties: not applicable Auto-ignition Temperature: applicable Bulk density: 9 3 (depending o 1.2-g.8 /cm VOC Content: the grain size) SECTION 10 - STABILITY AND REACTIVITY Stability: There are no conditions to avoid. Hazardous decomposition products: Decomposition as a result of use,storage,spill and heating are not known. Conditions to avoid:There are no specific conditions known which have to be avoided.Incompatible Materials: There is no additional information. SECTION 11 - TOXICOLOGICAL INFORMATION Likely Routes of Exposure: Inhalation, Ingestion Acute symptoms and effects: Shall not be classified as acutely toxic. Inhalation: Shall not be classified as a respiratory or aspiration hazard. Skin Contact: Shall not be classified as a skin sensitizer. Ingestion: Shall not be classified as a specific target organ toxicant(STOT). Chronic(long-term)effects: This mixture does not meet the criteria for classification in accordance with Regulation No 1272/2008/EC. SECTION 12 - ECOLOGICAL INFORMATION Eco toxicity: Shall not be classified as hazardous to the aquatic environment(acc.To 1272/2008/EC). Mobility: Data are not available Degradability: Data are not available Bioaccumulation: Data are not available SECTION 13 - WASTE DISPOSAL CONSIDERATIONS Glass beads may be disposed in a solid waste landfill if permitted by applicable Federal,State,and Local Regulation.Considered nonhazardous waste in accordance with Article 3(2)in conjunction with Annex III of Directive 2008/98/EC. Follow local and national regulations.Consult disposal expert. SECTION 14 - TRANSPORT INFORMATION Proper Shipping Name: Not relevant(not subject to transport regulations) EXCEPTION for Ground Shipping Hazard Class: not relevant DOT Limited Quantity: Secondary Risk: not relevant Consumer Commodity: Packaging Group: not relevant Identification Number:Overseas shipment only(HF tariff classification)-7018.20 Label Required: not relevant TDG INFORMATION Marine Pollutant: none(non-environmentally hazardous TDG CLASS: acc.to the dangerous good regulation) SHIPPING NAME: UN NUMBER/PACKING GROUP: SDS-SW-0214 3 SECTION 15 - REGULATORY INFORMATION Precautionary Label Information:see section 2 Ingredient Listings: see section 3 Symbols: see section 8 Risk Phrases: see section 2 Safety Phrases: see section 2 SECTION 16 - OTHER INFORMATION Abbreviations and acronyms Abbr. Descriptions of used abbreviations OSHA Occupational Safety&Health Administration NIOSH National Institute of Occupational Safety and Health PPE Personal Protective Equipment REACH Registration,Evaluation,Authorization and Restriction of Chemicals EPA Environmental Protection Agency CERCLA Comprehensive Environmental Response,Compensation,and Liability Act CLP Regulation(EC)No 1272/2008 on classification,labelling and packaging of substances and mixtures DPD Dangerous Preparations Directive(1999/45/EC) GHS "Globally Harmonized System of Classification and Labelling of Chemicals.'developed by the United Nations Key literature references and sources for data - OSHA 29 CFR 1910.1200 appendix D - EPA under Federal Register,Vol. 51, No.221, pp 41582-41594 - Regulation (EC)No. 1907/2006 REACH, amended by 453/2010/EU - Regulation (EC) No. 1272/2008 (CLP, EU GHS) Classification procedure Physical and chemical properties:The classification is based on tested mixture. Health hazards/Environmental hazards:The method for classification of the mixture is based on ingredients of the mixture(additivity formula). Disclaimer All information and data appearing on this Safety Data Sheet are provided in good faith and are believed to be reliable and accurate to the best of our knowledge at the date of publication.Although certain hazards are listed herein,there is no guarantee that these are only risks.None of the provided information is to be considered a warranty or quality specification or all-inclusive and is given only as a guidance.It is the user's responsibility to determine the safety of use,handling,storage,transportation,disposal,and suitability for the intended utilization of the product. Unless otherwise specified,the data provided herein is valid only for the described material and may be not applicable for the product used in combination with any other materials or processes.Swarco/Colorado Paint Company shall not be liable for any damages resulting from handling,contact,use,or inability to use of this product.No guarantee,expressed or implied,is made by Swarco/Colorado Paint Company and the user assumes all risk and responsibility. E-mail address: office.reflex(a�swarco.com office.industriesswarco.com SDS-SW-0214 4 SWARCO I The Better Way.Every Day. swatcona Road Marking Systems MEGALUX-BEADS TECHNICAL INFORMATION Drop-on I Premix I Reflective Glass Beads PRODUCT SPECIFICATION Our highly reflective MEGALUX-BEADS® make marking systems more visible at night, in particular under wet conditions. This effect is achieved, firstly, by their crystal clear surfaces and, secondly, by the large diameter: Consequently, the bead protrudes out through the film of rain and is able to reflect the beam from the headlight. Suitable for thin-layered marking systems with increased requirements for visibility in the wet. SIEVING RANGE ACC. TO EN 1423 MEGALUX-BEADS MEGALUX-BEADS MEGALUX-BEADS 600—1400 1000—1700 600—800 2000 0—2 1700 0-2 0-10 1400 0—10 20—50 1000 30—70 95—100 0—2 850 65-95 0-10 600 95—100 95—100 MAIN USES & COATINGS T14 T15 T18 H Reactive Thermoplastic 4/ Solvent-Based Paints Waterborne Paints s/ Cold Plastic d ./ s/ PRODUCT INFORMATION Refractive Index Class A acc. to EN 1423 Bulk Weight 1,6 g/cm3 Hazardous Substances As, Pb, Sb—Class 1 (<200 ppm) Packaging Paper bags of 25 kg net or Big Bags Storage Dry and sheltered; Can be stored for 24 months in the original container www.swarco.com/rms E.rms-europe@swarco.com CADMAN- Cadman,Inc. 7554 185th Avenue NE,Suite 100 PO Box 97038 CADMAN Redmond,WA 98073-9738 HEIDELBERGCEMENTGrcup Tel:425.867.1234 Date: 5/20/2020 Mix Code: 35EXT100 Description: 3500 PSI EXTRUDED CURB Revision Number: 52 Creation Date: 18 Oct 2019 Customer: Plant: WOODINVILLE Created By: ermadis Project: Specifications Consistence Class: 0 Max W/C: 0.51 Max Agg Size: SA Strength Class: 4000 PSI Min Cement: Air Class: 3.00 Grading Specification: Material Type Description Supplier Source Design Specific Volume Quantity Gravity ft3 Fine Aggregate CONCRETE SAND-RM IMPORT CADMAN-GOLD BAR-D351 3101 lb 2.65 18.75 Cement CEMENT TYPE IL 15 LAFARGE-RICHMOND 564 lb 3.15 2.87 Water WATER(LBS) WATER-FRESH 285 lb 1.00 4.57 Air Content 3.00% -- 0.81 Yield 39501b -- 27.00 Prepared By: Page 1 Washington State Concrete Mix Desigr R/ Department of Transportation Contractor Submitted By Date Stripe Rite 4/19/2017 Concrete Supplier Plant Location CalPortland Inc. Kenmore Contract Number Contract Name Kirkland This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) El 3000 • 4000 ❑4000D a El 4000P a ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement d ❑ Other Remarks: MAX SLUMP =4.5"Air%=4.5 to 7.5 Handset Curb&Gutter Mix Design No. 63136 Plant No. 260 Cementitious Materials Source Type, Class, or Grade Sp. Gr. Lbs/cy Cement Nanjing Type I-II 3.15 470 Fly Ash a GGBFS Lafarge Cement Grade 100 2.4 94 Latex _ Microsilica Concrete Admixtures Manufacturer Product Type Est. Range (oz/cy) Air Entrainment W.R. Grace Daravair 1000 0.1 -25 oz/cwt Water Reducer W.R. Grace WRDA 64 A-Water Reducer 0.1 -5.0 oz/cwt High-Range Water Reducer Set Retarder Other Water(Maximum) 250 (Ibs/cy) Is any of the water Recycled or Reclaimed? Yese ❑ No • Water/Cementitious Ratio(Maximum) 0.44 Mix Design Density: 145.64 lbs/cfd Design Performance 1 2 3 4 5 Averager 28 Day Compressive Strength 6210 6010 6270 6845 5605 6,188 (cylinders)psi _ 14 Day Flexural d Strength (beams)psi Agency use only: Check appropriate box ❑ This mix design Meets Contract Specifications and may be used on the bid items noted above. ❑ This mix design Does Not Meet Contract Specifications and is being returned for corrections. Reviewed By: (PE Signature) (Date) DOT Form 350-040 EF Distribution Original- Contractor Revised Me Copies To- State Materials Lab-General Materials Eng.,Regional Materials Lab,Project Inspector Combined Gradation Chart i, Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation 4:4WSDOT Pit No. B-335 B-335 , ..; s:.r WSDOT ASR 14-Day Results(%)b ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ,-, .410„ ❑Yes 0 No , ,. . WSDOT Class 2, AASHTO#57 , "'' ;'` Grading ° BLD_SAND AGG_3/4 �. Y:p Percent of Total Aggregate 41 59 100% Specific Gracvity .2.65 2.68 Lbs/cy(ssd) 1280 1840 Percent Passing 2,inch 100.0 - 100.0 - - 100.0 1-1/2 inch 100:0 - 100.0 - - 100.0. 1 inch 100.0 - 99.0 - - 99.4 3/4 inch 100.0 - 88.0 L. - 92.9 1/2 inch 100.0 - .49.0 - - 69.9 3/8,inch 100.0 - 22.0 - - 54.0 No.4 100.0 - 2.0 - - 42.2 No.8 86.0 - 0.4 - - 35.5_ No. 16 65.0 - 0.4 - - 26.9 No. 30 44.0 - 0.4 L. - 18.3 No. 50 15:0 - 0.4 - - 6.4 No. 100' 4.4 - 0.4 - - 2.0 No.200 1.5 - 0.4 - - 0.9 Fineness Modulus: 2.86 (Required for Class 2 Sand) ASR Mitigation Method Proposedb' Notes: a Required for Class 40130E)and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 020%-incidate method for ASR mitigation. For expansion of 0_21%-o_45%,acceptable mitigation can be the use of[co alkali cement or 25%type F fly ash_ My other proposed mitigation method or for pits with greater than 0.45%expansion,proof of mitigating measure,either ASTM C1260 l AASHTO T303 test results must be attached. if ASTM C 1203 testing has been submitted indicating 1-year expansion of 0.04%or Less,mitigation is not required_ C AASEETO No.467,57,67,7,8;WSDOT'Class 1,Class y or combined gradation. See Standard Spe cii-tcstion 9-03_1_ d Required for Cement Concrete Pavements:.. e Attach test results Indicating conformance.to Standard'Specification 9-25.1_ f Actual Average Strength as determined from testing or estimated from ACE 211_ DOT Farm 350-Lil0 EF Revised 5105 • 117 Washington State Concrete Mix •Desigi rI/ Department of Transportation • Contractor Submitted By Date Stripe.Rite 4/19/2017 Concrete Supplier Plant Location CalPortland Inc. Kenmore Contract Number Contract Name Kirkland This,mix is to be used in the,following Bid Item No(s): Concrete Class: (check one only) 0 30'00 `■ 4000 ❑4000D a ❑4000P a ❑400,0W El Concrete Overlay ❑. Cement Concrete.Pavement d ❑ Other Remarks: 'Slip Form Curb and Gutter Slump= 1" *Aggregate weight subject to adjustment for Workability" Mix Design No. 6316.3 Plant No. 260 Cementitious Materials Source 'Type,Class,or Grade Sp.Gr. Lbs/cy Cement Nanjing Type I-II '3.15 470 Fly Ash a GGBFS Lafarge Cement Grade 100 2:4 94 Latex _ Microsilica Concrete Admixtures Manufacturer Product 'Type Est. Range (ozlcy) Air Entrainment W.R. Grace Daravair.1000 " 0.1 -25 oz/cwt Water Reducer W.R. Grace WRDA'64 ,A-water Reducer 0.1 -5.0 oz/cwt High-Range Water Reducer Set Retarder Other Water.(Maximum) 200 (Ibs/cy) Is any of the water Recycled pi-Reclaimed? Yese ❑ No ■ Water/Cementitious Ratio(Maximum) 0.35 Mix Design Density: 148.68 lbs/cfd Design Performance 1 2 3 4. 5 Averagef 28.Day Compressive Strength 6500' 5650 5755 6015 6990 6,182 (cylinders)psi 14 Day Flexural`d _ Strength (beams)'psi Agency use only: Check appropriate box ❑ This mix design Meets Contract Specifications and may be used on the bid items noted above. ❑ This mix design Does Not Meet Contract Specifications and.is being returned forcorrections. Reviewed By: (PE Signature) (Date) pcn-Form 3511-nia ET Distribution: Original- Contractor Rer Mainz Copies.To- State Materials Lab-General Materials Eng.;Regional Materials Lab;Project Inspector Combined Gradation Chart Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. B-335 B-335 i;•n ; , WSDOT ASR 14-Day Results(%)b ❑Yes E No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑yes ❑No WSDOT Class 2 AASHTO#57 Grading ° BLD_SAND AGG_3/4 Percent of Total Aggregate 44 56 100% Specific Gracvity 2.65 2.68 Lbs/cy(ssd) 1430 1820 Percent Passing 2 inch 100.0 - 100.0 - - 100.0 1-1/2 inch 100.0 - 100.0 - - 100.0 1 inch 100.0 - 99.0 - - 99.4 3/4 inch 100.0 - 88.0 - - 93.3 1/2 inch 100.0 - 49.0 - - 71.4 3/8 inch 100.0 - 22.0 - - 56.3 No.4 100.0 - 2.0 - - 45.1 No. 8 86.0 - 0.4 - - 38.1 No. 16 65.0 - 0.4 - - 28.8 No. 30 44.0 - 0.4 - - 19.6 No. 50 15.0 - 0.4 - - 6.8 No. 100 4.4 - 0.4 - - 2.2 No.200 1.5 - 0.4 - - 0.9 Fineness Modulus: 2.86 (Required for Class 2 Sand) ASR Mitigation Method Proposedb Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20%-lncidate method for ASR mitigation. For expansion of 0.21%-o.45%,acceptable mitigates can be the use of low all<ati cement or 25%type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45%expansion,proof of mitigating measure,either ASTM C12601 AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04%or less, mitigation is not required. C AASHTO No..467,57,67,7,8;WSDOT C%s 1,Class 2;or combined gradation. See Standard Specification 9-03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1_ f Actual Average Strength as determined from testing or estimated from ACI 211. DOT Form 356-010 EF Revised 6168 W.R. Grace 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 grace.com/construction Date: 7/12/2016 Diego Coca Cal Portland Seattle, WASHINGTON Project Name: All Product Selected: Daravair® 1000 This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete W.R. Grace 62 Whittemore Avenue GMa Cambridge, MA 02140-1692 T 617-876-1400 grace.com/construction Date: 7/13/2016 Diego Coca CalPortland Seattle, WASHINGTON Project Name: All Product Selected: WRDA® 64 This is to certify that WRDA 64, a Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D, AASHTO: M194, Type A, D. WRDA 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete fLAFARGE Cement Test Report CEMENT Mill Test Report Number: SEA_NEWCEM_MAR YEAR: 2017 MONTH: February PLANT: Seattle CEMENT TYPE: Grade 100 NewCem Reference Cement Slag Fineness by Air Permeability 395 Fineness by Air Permeability 402 (m2/kg;ASTM C204) (m2/kg;ASTM C204) Fineness by 45 pm(No.325)Sieve 96.2 Fineness by 45 pm(No.325)Sieve 3.8 (%retain;ASTM C430) (%retain;ASTM C430) Compressive Strength (ASTM C109/C109 M) p!i Compressive Strength SAI Limit 7-day 5,070 (ASTM C109/C109 M) ( SAI Min 28-day 5,850 7-day 4,100 81 75 28-day Previous Month 6,650 114 95 Actual Max Limit Total Alkalies(Na2O+0.658 K2O) 0.82 0.9 Specific Gravity 2.87 (%,ASTM C114) (Mg/m3;ASTM C188) Actual Max Limit Slag Air Content of Mortar 6.1 12 CHEMICAL ANALYSIS Percent (%,ASTM C185) Silica Dioxide(SiO2;ASTM C114) 32.3 Ferric Oxide(Fe2O3;ASTM C114) 1.2 Sulfide Sulfur 0.66 2.5 Aluminum Oxide(Al2O3;ASTM C114) 13 (%S,ASTM C114) Calcium Oxide(CaO;ASTM C114) 44 Sulfur Trioxide(SO3;ASTM C114) 3.9 Sulfate Ion 2.3 4 Magnesium Oxide(MgO;ASTM C114) 4.6 (%as SO3,ASTM C114) Potassium Oxide(K2O;ASTM C114) 0.4 Titanium Oxide(TiO2,ASTM C114) 0.5 Autoclave expansion -0.010 0.5 Loss on Ignition(L.O.I.;ASTM C114) 1.1 (%,CSA A3004-B5) Inorganic Process Addition 3 The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989,AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag(GGBFS)and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City,Japan. NewCem is ground and manufactured in Seattle,WA. Certified by: Dak,c:/jOcti1044—.—_, Daniel Waldron Quality Control Laboratory Supervisor March 14,2017 19 5900 W Marginal Way So. CALPORTLAND', Seattle,WA 9810E Ph#206 764-3075 Certificate of Analysis F#206 764-7176 Source: Nanjing,China We hearby certify that CalPortland(Lot#17-016)Type 1/11 Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type II low alkali cement.Additionally CalPortland Type 1/II Low Alkali cement meets the requirements of AASHTO M-85 for Type I/II cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Lot# 17-016 Shikoku Island Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(SiO2) --- --- 20.5 2.0 Aluminum oxide(A1203),max.% --- 6.0 4.1 0.8 Ferric oxide(Fe2O3),max.% --- 6.0 4.1 0.2 Calcium Oxide(CaO) --- --- 64.4 52.3 Magnesium oxide(MgO),max.% 6.0 6.0 0.8 0.3 Sulfur trioxide(S03),max.% 3.0 3.0 2.7 0.1 Loss on ignition,max.% 3.5 3.5 2.6 Insoluble residue,max.% 1.5 1.5 0.25 Base Alkalies(Na2O+0.658 K20),max.% 0.60 0.60 0.48 Cement Tricalcium silicate(C3S)% --- --- 60 62 Dicalcium Silicate(C2S)% --- --- 13 14 Tricalcium aluminate(C3A),max.% --- 8 4 4 Tetracalcium aluminoferrite(C4AF) % --- --- 12 13 %CO2 --- --- 1.5 %CaCO3 in limestone min. 70 70 93.4 %Limestone max. 5.0 5.0 3.5 Physical Requirements Air content of mortar,max.% 12 12 9 Passing 45 um(#325)sieve% --- --- 98.6 Blaine Fineness,min m2/kg 260 260 382 Autoclave expansion,max.% 0.80 0.80 -0.01 Compressive strength psi,Mpa,min. 1 Day psi --- --- 1945 psi Mpa --- --- 13.4 Mpa 3 Day psi 1740 1450 3910 psi Mpa 12 10 27.0 Mpa 7 Day psi 2760 2470 5035 psi Mpa 19 17 34.7 Mpa 28 Day psi 02/28 psi Mpa ------------ #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 150 Late February 18,2017 let„,,,,..,,..a) Director of Tecl\ni al Services Pacific NW and Canada Cement Division Washington State ♦�/'' Department of Transportation Request for Approval of Material Contract Number FA Number NIA SR Duvall Ave NE Date 8l20l21 CAG 20-065 Section!Tide of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite, Inc 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# 006A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr.IQPL HQ Use No. Product/Type i Manufacturer or Pit Number Reference Code i Code A90-A94 Plastic Ennis Flint 9-34.3(1) 8, 3101 Type A Bakersfield, CA A90 A94 reflective Potters Inc 9-34.4 10 glass bead Canby. OR Project Engineer/Representative Date State Materials Engineer/Representative Date -- ( __ 9/15/2021 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 ❑Yes ❑No 4. 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. O Source Approved: Visual Inspection 9. Approval Withheld: Submit samples for preliminary evaluation. 10 Approval Withheld: Glass beads for Thermoplastic shall be 3M 50150 Wet/Dry elements Miscellaneous Acceptance Criteria. per Special Provisions 8-22.3. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distnbution Revised 03/2021 ®Contractor El Region Operations Engineer ❑Fabrication Inspection 0 Region Materiats 0 State Materials Lab-MS 47365 EF Series PAVEMARK® Thermoplastic PRODUCT DATA Product Type: Alkyd Extrude Thermoplastic Product Code: 885560 885575 Product Color: White Lead Free Yellow Description: TM WHT ALK HI EXTRD TM LF YEL ALK HI EXTRD Specification: Meets HI 755.05 and AASHTO M-249 Effective Date: September 2,2016 Product Description: Physical Characteristics: Ennis-Flint's Alkyd Extrude Thermoplastic Pavement Marking Material is a 100%solids material blend of binder,pigments and glass beads that must be melted to a temperature of at least 425'F %Binder 18%minimum (218"C),mixed well and applied in a molten/liquid state to the %Glass: 30-40% pavement.Roadway surface temperature at the time of application Intermix glass spec: M-247 type I should be 50'F(10'C)and rising.Upon cooling to normal pavement temperature,thermoplastic provides a very durable %TiO2 in the white: 10%minimum marking material for low and high volume traffic areas. % Fillers in white: 42%maximum %Fillers in yellow: 48%maximum Product Advantages: 595E color,white: 17886 • Non-flammable and below 150 VOC 595E color,yellow: 13538 • Demonstrates excellent bead retention and abrasion resistance • Fast set up keeps traffic control to a minimum when striping White Reflectance(Y value): 75 minimum • Can be used for symbols,legends and lane marking Yellow Reflectance(Y value): 45 minimum • A low cost per useful life durable form of delineation Minimum Impact Resistance: 10 inch pounds Packaging: Softening Point: 200-230°F Thermoplastic is sold in one ton increments(2000 pounds). The Yellowness index,white: 0.15 maximum ton is divided into 40 heat degradable bags each weighing approximately 50 pounds. Dry Time: With drop on glass beads applied,the Storage: thermoplastic material shall be sufficiently tack-free to The shelf life of the product is one year from date of manufacture carry traffic in not more than 2 minutes when pavement with proper storage.Proper storage includes inside or covered to surface temperature is at 50'F,and not more than 10 prevent from moisture,and below 120F.Outside storage for short minutes when pavement surface temperature is 130°F. intervals is acceptable as long as the material is kept dry. The older the material,more agitation and dwell time is required to fully Limitations: Applying a test strip to determine if melt and mix the granular ingredients. surface is dry enough if there has been rain in the last 24 hours. Conditions for Application: • Do not apply if hot material shows moisture bubbles. All surfaces must be clean,dry and free from oil,grease, • Do not heat thermoplastic above 450°F. antifreeze,loose sand,aggregate and chipping/peeling existing • Do not apply when road and ambient temperatures striping.Any curing compounds used on new concrete must be are below 50°F. mechanically abraded off prior to striping and use of a primer is • Do not apply when temperatures are near or below strongly suggested. Concrete should be allowed to cure 14 days. the dew point. When in doubt,always test adhesion.While thermoplastic may be • Material at application is hot—please wear personal installed behind the paver once the mat cools,new asphalt should protective equipment as described in MSDS be allowed to cure for a minimum of 14 days to maximize adhesion and durability. Coverage: One tons yields approximately 6000 feet of 4"stripe @ 90 mils— The pnoduct data offered heron is,to the hest d a,kr°wedge.true and accurate but Si recanmenceian an surface texture will decrease the yield. made we,ota namely,expressed or rooked Because Me wndbats d use ale beyond a,control.neither Enos. .9* Flirt torte agars elle be lade fa any iejury,lose or damage,eked or Wr6egaentlal,arising fran the use a the inability to ttse the product donated herein.As Ennobled has nether cored ore the inadNaeon of product deeanxed heroin na contra d the anyrconertd teams the installed meda+rgs are subjeded to there A no g,aran4ee as to the&rab1[y or the reaadlecme pmperees d any maiarg system appled,No person is aatvized to make any Weaned a re anmerdasm not cordoned In the Product Data,and any such statement a reoanmendatm,t made shall rot bind the Ccrporatic n.Father.nothing pa%ained heron that be congested as a luus,. sekal°n to use any product in afflict gilts nesting patents.and no Crane saner the dams d any patent ENNIS—FLINT is other mdleda granted A Teethe Safety Solutions Company 800.331.8118 sales@ennisflint.com www.ennisflint.com ©2013 Ennis-Flint. All Rights Reserved • Washington State September 15,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Ennis-Flint, Inc. - Bakersfield, CA, Product Name: Pave-Mark Alkyd Standard Spec : 9-34.3(1), Pavement Marking - Plastic Type A: Liquid Hot Applied Thermoplastic Product Description : Pavement marking - extruded application: long line, transverse and symbols (statewide); long line with profile (Western WA only) Product Restriction : Place material according to the manufacture's recommendations. A manufacturer's technical representative shall be present at the initial installation of plastic material to approve the installation procedure or the material manufacturer shall certify that the Contractor will install the plastic material in accordance with their recommended procedure. Acceptance Code : 3101 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. Note 'Restrictions' when present. Last Updated : Apr 14, 2018 To be completed by the field inspector: Quantity: Verified By: Date: -Potters Highway Safety Marking Spheres with Coating SAFETY DATA SHEET SECTION 1: IDENTIFICATION OF THE SUBSTANCE/MIXTURE AND OF THE COMPANY/UNDERTAKING 1.1 Product identifier Product Name Highway Safety Marking Spheres with Coating Standard Highway Safety Marking Spheres with Coating Premium Highway Safety Marking Spheres with Coating VISIBEADO Highway Safety Marking Spheres with Coating VISIBEAD®Plus II Highway Safety Marking Spheres with Coating Premix Highway Safety Marking CAS No. 65997-17-3 EINECS No. 2660460 1.2 Relevant identified uses of the substance or mixture and uses advised against Identified use(s) Road safety markings 1.3 Details of the supplier of the safety data sheet Company Identification Potters Industries LLC P.O. Box 841 Valley Forge, PA 19482 USA Telephone +1 610-651-4700 E-Mail(competent person) sds.uk@pqcorp.com 1.4 Emergency telephone number Emergency Phone No. Potters Industries LLC+1 610-651-4200 ChemTrec(800)424-9300 SECTION 2: HAZARDS IDENTIFICATION 2.1 Classification of the substance or mixture GHS Classification Not classified as dangerous for supply/use. EC Classification Not classified as dangerous for supply/use. Hazards summary Dust may cause irritation. Spilled material is slippery. SECTION 3: COMPOSITION/INFORMATION ON INGREDIENTS ringredient(s) %W/W CAS No. EINECS No./ `EC Classification and REACH Registration Risk Phrases Glass oxide; Glass >99 65997-17-3 2660460 Not applicable. SECTION 4: FIRST AID MEASURES 4.1 Description of first aid measures Eye Contact Irrigate with eyewash solution or clean water, holding the eyelids apart,for at least 15 minutes. If symptoms persist,obtain medical attention. Skin Contact Wash affected skin with plenty of water. If symptoms occur obtain medical attention. Inhalation In case of accident by inhalation: remove casualty to fresh air and keep at rest. If symptoms develop, obtain medical attention. Revision:v1 Ref:0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue:08/2011 -en- Page: 1 of 4 • Potters Highway Safety Marking Spheres with Coating Ingestion Do not induce vomiting. If symptoms develop,obtain medical attention. 4.2 Most important symptoms Dust may cause irritation.Spilled material is slippery. Dust may and effects, both acute and cause discomfort and mild irritation. delayed SECTION 5: FIRE-FIGHTING MEASURES 5.1 Extinguishing media Suitable Extinguishing Media As appropriate for surrounding fire. Unsuitable extinguishing Media None known. 5.2 Special hazards arising from Spilled material can make floors slippery. the substance or mixture SECTION 6: ACCIDENTAL RELEASE MEASURES 6.1 Personal precautions, Wear suitable protective clothing. Wear eye/face protection. protective equipment and emergency procedures 6.2 Environmental precautions Not applicable. 6.3 Methods and materials for Caution-spillages may be slippery.Avoid generation of dust. containment and cleaning up Sweep or preferably vacuum up and collect in suitable containers for recovery or disposal. 6.4 Reference to other sections Not applicable. SECTION 7: HANDLING AND STORAGE 7.1 Precautions for safe handling Avoid contact with eyes,skin and clothing.Avoid generation of dust. Wash thoroughly after handling. Wear protective equipment to comply with good occupational hygiene practice. Do not eat,drink or smoke at the work place. 7.2 Conditions for safe storage, Keep container tightly closed and dry. including any incompatibilities 7.3 Specific end use(s) Not applicable. SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1 Control parameters SUBSTANCE. Occupational Exposure Limits Glass oxide; Glass No Occupational Exposure Limit assigned. 15mg/m3 total dust 5mg/m3 respirable (Particulates Not Otherwise Regulated) 8.2 Exposure controls 8.2.1 Appropriate engineering Engineering methods to prevent or control exposure are controls preferred. Methods include process or personnel enclosure, mechanical ventilation(dilution and local exhaust),and control of process conditions. 8.2.2 Personal Protection Respiratory protection Wear suitable respiratory protective equipment if working in confined spaces with inadequate ventilation or where there is any risk of the exposure limits being exceeded. Eye/face protection Safety spectacles Skin protection Wear suitable protective clothing and gloves. For example cotton or rubber. Revision: v1 Ref:0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue:08/2011 -en- Page: 2 of 4 --Potters Highway Safety Marking Spheres with Coating SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES 9.1 Information on basic physical and chemical properties Appearance Glass Powder.White. Odour Odourless. Odour Threshold(ppm) Not applicable. pH(Value) Not applicable. Freezing Point(°C) Not applicable. Melting Point(°C) Approx 730 C Boiling Point(°C) Not applicable. Flash Point(°C)[Closed cup] Not applicable. Evaporation rate Not applicable. Flammability(solid,gas) Non-combustible. Vapour Pressure(mm Hg) Not applicable. Vapour Density(Air=1) Not applicable. Solubility(Water) Insoluble. Partition Coefficient Not applicable. Auto Ignition Point (°C) Not applicable. Decomposition Temperature(°C) Not applicable. Viscosity(mPa. s) Not applicable. Explosive properties Not applicable. Oxidising Properties Not applicable. 9.2 Other information Not available. SECTION 10: STABILITY AND REACTIVITY 10.1 Reactivity Avoid contact with strong acids 10.2 Chemical stability Stable. 10.3 Possibility of hazardous Not applicable. reactions 10.4 Conditions to avoid Not applicable. 10.5 Incompatible materials None known. 10.6 Hazardous decomposition None known. product(s) SECTION 11: TOXICOLOGICAL INFORMATION 11.1 Information on toxicological effects Acute toxicity Ingestion The acute oral toxicity of this product has not been tested.A similar material was nontoxic to rats at 5,000 mg/kg. Inhalation No data. May cause irritation to the respiratory system. Skin Contact Dust may cause mechanical irritation. Eye Contact Dust may cause mechanical irritation. Sensitisation Not sensitising. Carcinogenicity There are no known reports of carcinogenicity of nonfibrous glass. Reproductive toxicity No evidence of reproductive effects. SECTION 12: ECOLOGICAL INFORMATION 12.1 Toxicity No environmental hazards have been reported or known. 12.2 Persistence and This material is persistent but inert in aquatic systems. It will not degradability bioconcentrate up the food chain. 12.5 Results of PBT and vPvB Not classified as PBT or vPvB. assessment Revision: v1 Ref:0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue:08/2011 -en- Page: 3 of 4 . Potters Highway Safety Marking Spheres with Coating 12.6 Other adverse effects Not applicable SECTION 13: DISPOSAL CONSIDERATIONS 13.1 Waste treatment methods The waste is considered to be non hazardous. Disposal should be in accordance with local,state or national legislation. SECTION 14: TRANSPORT INFORMATION 14.2 Proper Shipping Name NOT CLASSED AS DANGEROUS FOR TRANSPORT. SECTION 15: REGULATORY INFORMATION 15.1 Safety,health and environmental regulations/legislation specific for the substance or mixture TSCA Inventory Status: Reported/Included. AICS Inventory Status: Reported/Included. DSL/NDSL Inventory Status: Reported/Included. WHMIS Classification Not classified. German Water Hazard Classification VwVwS:WGK class 1 (low hazard to water). HMIS:0,0,0 SECTION 16: OTHER INFORMATION This SDS was last reviewed: 08/2014 The following sections contain revisions or new statements:All sections. EC Classification No. 67/548/EEC Not classified as dangerous for supply/use. GHS Classification Not classified as dangerous for supply/use. Information contained in this publication or as otherwise supplied to Users is believed to be accurate and is given in good faith, but it is for the Users to satisfy themselves of the suitability of the product for their own particular purpose. Potters Industries gives no warranty as to the fitness of the product for any particular purpose and any implied warranty or condition(statutory or otherwise)is excluded except to the extent that exclusion is prevented by law. Potters Industries accepts no liability for loss or damage(other than that arising from death or personal injury caused by defective product, if proved), resulting from reliance on this information. Freedom under Patents, Copyright and Designs cannot be assumed. Revision: v1 Ref:0440002 Date of Issue : 08/2014 Potters LLC-GHS -3 Date Previous Issue: 08/2011 -en- Page:4 of 4 /i` � Washington StateT'1 Department of Transportatior Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 8/20/21 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite, Inc 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# 006 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL Ha Use No. Product/Type _ Manufacturer or Pit Number Reference Code Code A90-A94 Plastic Ennis Flint 9-34.3(1) 3101 Type A Bakersfield, CA A90-A94 reflective Potters Inc 9-34.4 3101 ,11 glass bead Canby,OR roject ineer/Re entative Date State Materials Engineer/Representative Date zt A tance A Codes for use by P oject Engineer and State Materials Laboratory 1. cceptan Criteria: Ac ance 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. O3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved El Yes ❑No 4. 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 Withheld: 11. Miscellaneous Acceptance Criteria. Surface drop Glass beads shall be "Utah Blend" with a Remarks Methacrylate compatible coupling agent approved by (PE): the material manufacturer, per Special Provision 9-34.4 Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer El Fabrication Inspection ❑Region Materials ❑Stale Materials Lab-MS 47365 EF Series PAVEMARK® Thermoplastic PRODUCT DATA Product Type: Alkyd Extrude Thermoplastic Product Code: 885560 885575 Product Color: White Lead Free Yellow Description: TM WHTALK HI EXTRD TM LF YEL ALK HI EXTRD Specification: Meets HI 755.05 and AASHTO M-249 Effective Date: September 2, 2016 Product Description: Physical Characteristics: Ennis-Flint's Alkyd Extrude Thermoplastic Pavement Marking Material is a 100%solids material blend of binder,pigments and glass beads that must be melted to a temperature of at least 425°F %Binder 18%minimum (218°C),mixed well and applied in a molten/liquid state to the %Glass: 30-40% pavement. Roadway surface temperature at the time of application Intermix glass spec: M-247 type should be 50°F(10°C)and rising.Upon cooling to normal pavement temperature,thermoplastic provides a very durable %TiO2 in the white: 10%minimum marking material for low and high volume traffic areas. %Fillers in white: 42%maximum %Fillers in yellow: 48%maximum Product Advantages: 595B color,white: 17886 • Non-flammable and below 150 VOC 595B color,yellow: 13538 • Demonstrates excellent bead retention and abrasion resistance • Fast set up keeps traffic control to a minimum when striping White Reflectance(Y value): 75 minimum • Can be used for symbols,legends and lane marking Yellow Reflectance(Y value): 45 minimum • A low cost per useful life durable form of delineation Minimum Impact Resistance: 10 inch pounds Packaging: Softening Point: 200-230°F Thermoplastic is sold in one ton increments(2000 pounds). The Yellowness index,white: 0.15 maximum ton is divided into 40 heat degradable bags each weighing approximately 50 pounds. Dry Time: With drop on glass beads applied,the Storage: thermoplastic material shall be sufficiently tack-free to The shelf life of the product is one year from date of manufacture carry traffic in not more than 2 minutes when pavement with proper storage.Proper storage includes inside or covered to surface temperature is at 50°F,and not more than 10 prevent from moisture,and below 120F.Outside storage for short minutes when pavement surface temperature is 130°F. intervals is acceptable as long as the material is kept dry. The older the material,more agitation and dwell time is required to fully Limitations: Applying a test strip to determine if melt and mix the granular ingredients. surface is dry enough if there has been rain in the last 24 hours. Conditions for Application: • Do not apply if hot material shows moisture bubbles. All surfaces must be clean,dry and free from oil,grease, • Do not heat thermoplastic above 450°F. antifreeze,loose sand,aggregate and chipping/peeling existing • Do not apply when road and ambient temperatures striping.Any curing compounds used on new concrete must be are below 50°F. mechanically abraded off prior to striping and use of a primer is • Do not apply when temperatures are near or below strongly suggested. Concrete should be allowed to cure 14 days. the dew point. When in doubt,always test adhesion.While thermoplastic may be • Material at application is hot—please wear personal installed behind the paver once the mat cools,new asphalt should protective equipment as described in MSDS be allowed to cure for a minimum of 14 days to maximize adhesion and durability. Coverage: One tons yields approximately 6000 feet of 4"stripe @ 90 mils— The product data dtaed herein is,to the best d me kro+ledge,true and accurate,but AI recv,,ew,d tivs we surface texture will decrease the yield. made without crummy,a t:cussed or inpied.Because the codbas of use are beyond o,wrdd,neither Enr,s- _ Finn nor its agents still be liahle fa any irjov,loss or damage,Arad a scaled oar,Wee Ing!lion the use a the Ins pity to use the prated described harem.As Err,e.Fim has neither called as Pea beillaim d product dsaibed herein na cordd d the envirormental!adds the installed markings we subjected b;thaw is no 'parolee as to the durable a the reraenedwe pnperies d ay marang system applied.No person is add ized to make any slalenent a recommendation not cateined in the product Dsa,and any such statement or recmmersadm,if made,shill not bind the Capaalm.Further,nothing ordained ed herein,MI be co smed as a recanmwidabm to use ay product in coraid with wising patents,and no loose wider the dams d dry patent Emus-FLINT s either implied agranted. A Traffic Safety Solutions Company 800.331.8118 sales@ennisflint.com www.ennisflint.com ©2013 Ennis-Flint. All Rights Reserved Washington State V/j Department of Transportation Qualified Product List Product Information Manufacturer : Ennis-Flint, Inc., Bakersfield - CA Product Name : Pave-Mark Alkyd Standard Spec : 9-34.3(1), Pavement Marking - Plastic Type A: Liquid Hot Applied Thermoplastic Product Description : Pavement marking - extruded application: long line, transverse and symbols (statewide); long line with profile (Western WA only) Product Restriction : Place material according to the manufacture's recommendations. A manufacturer's technical representative shall be present at the initial installation of plastic material to approve the installation procedure or the material manufacturer shall certify that the Contractor will install the plastic material in accordance with their recommended procedure. Acceptance Code : 3101 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. Note 'Restrictions' when present. Last Updated : Apr 14, 2018 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT© 2016 r � t Potters Highway Safety Marking Spheres with Coating SAFETY DATA SHEET SECTION 1: IDENTIFICATION OF THE SUBSTANCE/MIXTURE AND OF THE COMPANY/UNDERTAKING 1.1 Product identifier Product Name Highway Safety Marking Spheres with Coating Standard Highway Safety Marking Spheres with Coating Premium Highway Safety Marking Spheres with Coating VISIBEAD®Highway Safety Marking Spheres with Coating VISIBEAD®Plus II Highway Safety Marking Spheres with Coating Premix Highway Safety Marking CAS No. 65997-17-3 EINECS No. 2660460 1.2 Relevant identified uses of the substance or mixture and uses advised against Identified use(s) Road safety markings 1.3 Details of the supplier of the safety data sheet Company Identification Potters Industries LLC P. O. Box 841 Valley Forge, PA 19482 USA Telephone +1 610-651-4700 E-Mail (competent person) sds.uk@pgcorp.com 1.4 Emergency telephone number Emergency Phone No. Potters Industries LLC+1 610-651-4200 ChemTrec(800)424-9300 SECTION 2: HAZARDS IDENTIFICATION 2.1 Classification of the substance or mixture GHS Classification Not classified as dangerous for supply/use. EC Classification Not classified as dangerous for supply/use. Hazards summary Dust may cause irritation. Spilled material is slippery. SECTION 3: COMPOSITION/INFORMATION ONINGREDIENTS Ingredient(s) %W/W CAS No. EINECS No./ . EC Classification and REACH Registration Risk Phrases Glass oxide; Glass >99 65997-17-3 2660460 Not applicable. SECTION 4: FIRST AID MEASURES 4.1 Description of first aid measures Eye Contact Irrigate with eyewash solution or clean water, holding the eyelids apart,for at least 15 minutes. If symptoms persist, obtain medical attention. Skin Contact Wash affected skin with plenty of water. If symptoms occur obtain medical attention. Inhalation In case of accident by inhalation: remove casualty to fresh air and keep at rest. If symptoms develop, obtain medical attention. Revision:v1 Ref: 0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue : 08/2011 -en- Page: 1 of 4 ,c � Potters _„. Highway Safety Marking Spheres with Coating Ingestion Do not induce vomiting. If symptoms develop, obtain medical attention. 4.2 Most important symptoms Dust may cause irritation. Spilled material is slippery. Dust may and effects, both acute and cause discomfort and mild irritation. delayed SECTION 5: FIRE-FIGHTING MEASURES 5.1 Extinguishing media Suitable Extinguishing Media As appropriate for surrounding fire. Unsuitable extinguishing Media None known. 5.2 Special hazards arising from Spilled material can make floors slippery. the substance or mixture SECTION 6: ACCIDENTAL RELEASE MEASURES 6.1 Personal precautions, Wear suitable protective clothing. Wear eye/face protection. protective equipment and emergency procedures 6.2 Environmental precautions Not applicable. 6.3 Methods and materials for Caution-spillages may be slippery. Avoid generation of dust. containment and cleaning up Sweep or preferably vacuum up and collect in suitable containers for recovery or disposal. 6.4 Reference to other sections Not applicable. SECTION 7: HANDLING AND STORAGE 7.1 Precautions for safe handling Avoid contact with eyes, skin and clothing. Avoid generation of dust. Wash thoroughly after handling. Wear protective equipment to comply with good occupational hygiene practice. Do not eat, drink or smoke at the work place. 7.2 Conditions for safe storage, Keep container tightly closed and dry. including any incompatibilities 7.3 Specific end use(s) Not applicable. SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1 Control parameters SUBSTANCE. _ Occupational Exposure Limits Glass oxide; Glass No Occupational Exposure Limit assigned. 15mg/m3 total dust 5mg/m3 respirable (Particulates Not Otherwise Regulated) 8.2 Exposure controls 8.2.1 Appropriate engineering Engineering methods to prevent or control exposure are controls preferred. Methods include process or personnel enclosure, mechanical ventilation (dilution and local exhaust), and control of process conditions. 8.2.2 Personal Protection Respiratory protection Wear suitable respiratory protective equipment if working in confined spaces with inadequate ventilation or where there is any risk of the exposure limits being exceeded. Eye/face protection Safety spectacles Skin protection Wear suitable protective clothing and gloves. For example cotton or rubber. Revision: v1 Ref: 0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue : 08/2011 -en- Page: 2 of 4 �� Petters Highway Safety Marking Spheres with Coating SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES 9.1 Information on basic physical and chemical properties Appearance Glass Powder. White. Odour Odourless. Odour Threshold (ppm) Not applicable. pH (Value) Not applicable. Freezing Point(°C) Not applicable. Melting Point(°C) Approx 730 C Boiling Point(°C) Not applicable. Flash Point(°C) [Closed cup] Not applicable. Evaporation rate Not applicable. Flammability(solid, gas) Non-combustible. Vapour Pressure (mm Hg) Not applicable. Vapour Density(Air=1) Not applicable. Solubility(Water) Insoluble. Partition Coefficient Not applicable. Auto Ignition Point (°C) Not applicable. Decomposition Temperature(°C) Not applicable. Viscosity(mPa. s) Not applicable. Explosive properties Not applicable. Oxidising Properties Not applicable. 9.2 Other information Not available. SECTION 10: STABILITY AND REACTIVITY 10.1 Reactivity Avoid contact with strong acids 10.2 Chemical stability Stable. 10.3 Possibility of hazardous Not applicable. reactions 10.4 Conditions to avoid Not applicable. 10.5 Incompatible materials None known. 10.6 Hazardous decomposition None known. product(s) SECTION 11: TOXICOLOGICAL INFORMATION 11.1 Information on toxicological effects Acute toxicity Ingestion The acute oral toxicity of this product has not been tested. A similar material was nontoxic to rats at 5,000 mg/kg. Inhalation No data. May cause irritation to the respiratory system. Skin Contact Dust may cause mechanical irritation. Eye Contact Dust may cause mechanical irritation. Sensitisation Not sensitising. Carcinogenicity There are no known reports of carcinogenicity of nonfibrous glass. Reproductive toxicity No evidence of reproductive effects. SECTION 12: ECOLOGICAL INFORMATION 12.1 Toxicity No environmental hazards have been reported or known. 12.2 Persistence and This material is persistent but inert in aquatic systems. It will not degradability bioconcentrate up the food chain. 12.5 Results of PBT and vPvB Not classified as PBT or vPvB. assessment Revision: v1 Ref: 0440002 Date of Issue : 08/2014 Potters LLC-GHS-3 Date Previous Issue : 08/2011 -en- Page: 3 of 4 -Petters Highway Safety Marking Spheres with Coating 12.6 Other adverse effects Not applicable SECTION 13: DISPOSAL CONSIDERATIONS 13.1 Waste treatment methods The waste is considered to be non hazardous. Disposal should be in accordance with local, state or national legislation. SECTION 14: TRANSPORT INFORMATION 14.2 Proper Shipping Name NOT CLASSED AS DANGEROUS FOR TRANSPORT. SECTION 15: REGULATORY INFORMATION 15.1 Safety, health and environmental regulations/legislation specific for the substance or mixture TSCA Inventory Status: Reported/Included. AICS Inventory Status: Reported/Included. DSL/NDSL Inventory Status: Reported/Included. WHMIS Classification Not classified. German Water Hazard Classification VwVwS:WGK class 1 (low hazard to water). HMIS: 0,0,0 SECTION 16: OTHER INFORMATION This SDS was last reviewed: 08/2014 The following sections contain revisions or new statements:All sections. EC Classification No. 67/548/EEC Not classified as dangerous for supply/use. GHS Classification Not classified as dangerous for supply/use. Information contained in this publication or as otherwise supplied to Users is believed to be accurate and is given in good faith, but it is for the Users to satisfy themselves of the suitability of the product for their own particular purpose. Potters Industries gives no warranty as to the fitness of the product for any particular purpose and any implied warranty or condition (statutory or otherwise)is excluded except to the extent that exclusion is prevented by law. Potters Industries accepts no liability for loss or damage(other than that arising from death or personal injury caused by defective product, if proved), resulting from reliance on this information. Freedom under Patents, Copyright and Designs cannot be assumed. Revision: v1 Ref: 0440002 Date of Issue : 08/2014 Potters LLC-GHS -3 Date Previous Issue : 08/2011 -en- Page:4 of 4 i Washington State j Department of Transportation Qualified Product List Product Information Manufacturer : Potters Industries, Inc., Canby - OR Product Name : Glass Beads for Pavement Marking Standard Spec : 9-34.4, Pavement Marking - Glass Beads Product Description : Glass beads: Exterior coating(s) as required for the type of pavement marking being used (Reapproved 5-10-11) Product Restriction : Acceptance Code : 3101 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. Note 'Restrictions' when present. Last Updated : Mar 19, 2013 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT© 2016