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I <br /> 1 The last paragraph is revised to read: I <br /> 2 <br /> 3 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, reinforced <br /> I <br /> 4 slopes, reinforced embankments, and other geosynthetic reinforcement applications require <br /> 5 proof of compliance with the National Transportation Product Evaluation Program (NTPEP) <br /> 6 in accordance with AASHTO Standard Practice R 69, Standard Practice for Determination I 7 of Long-Term Strength for Geosynthetic Reinforcement. <br /> 8 <br /> 9 Section 9-34, Pavement Marking Material <br /> 10 January 7, 2019 <br /> I <br /> 11 9-34.2(2) Color <br /> 12 The first sentence is revised to read: <br /> I <br /> 13 <br /> 14 Paint draw-downs shall be prepared according to ASTM D823. <br /> 15 <br /> I <br /> 16 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". <br /> 17 <br /> 18 9-34.2(3) Prohibited Materials <br /> I <br /> 19 This section is revised to read: <br /> 20 <br /> 21 Traffic paint shall not contain mercury, lead, chromium, diarylide pigments, toluene, <br /> 22 chlorinated solvents, hydrolysable chlorine derivatives, ethylene-based glycol ethers and <br /> I <br /> 23 their acetates, nor any other EPA hazardous waste material over the regulatory levels in <br /> 24 accordance with CFR 40 Part 261.24. <br /> 25 t 26 9-34.2(5) Low VOC Waterborne Paint <br /> 27 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2". <br /> 28 <br /> I <br /> 29 The heading "High-Build Waterborne Paint" is supplemented with "Type 4". <br /> 30 <br /> 31 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". <br /> I <br /> 32 <br /> 33 In the row beginning with "° @90°F", each minimum value is revised to read "60". <br /> 34 <br /> 35 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised <br /> I <br /> 36 to read "3". <br /> 37 <br /> 38 The last four rows are replaced with the following: <br /> I <br /> 39 <br /> Vehicle Composition ASTM D 100%acrylic emulsion 100%cross-linking 100%acrylic emulsion <br /> 2621 acrylic4 <br /> Freeze-Thaw ASTM D @ 5 cycles show no @ 5 cycles show no @ 3 cycles show no <br /> I <br /> Stability, KU 2243 and D coagulation or change coagulation or change coagulation or change <br /> 562 in viscosity greater in viscosity greater in viscosity greater <br /> than±10 KU than±10 KU than± 10 KU <br /> I <br /> Heat Stability ASTM D 5622 ± 10 KU from the initial ±10 KU from the initial ±10 KU from the initial <br /> viscosity viscosity Viscosity <br /> Low Temperature ASTM D No Cracks* No Cracks <br /> Film Formation 28053 <br /> I <br /> Cold Flexibility5 ASTM D522 Pass at 0.5 in mandrel* <br /> City of Everett Page AM-142 Amendments <br /> I <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />