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I <br /> 1 Evaluation Program (NTPEP) in accordance with AASHTO Standard Practice R 69, <br /> 2 Standard Practice for Determination of Long-Term Strength for Geosynthetic <br /> 3 Reinforcement. <br /> 4 <br /> I 5 9-34.AP9 <br /> 6 Section 9-34, Pavement Marking Material <br /> 7 January 7, 2019 <br /> I8 9-34.2(2) Color <br /> 9 The first sentence is revised to read: <br /> I 10 <br /> 11 Paint draw-downs shall be prepared according to ASTM D823. <br /> 12 <br /> 13 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". <br /> 14 <br /> 15 9-34.2(3) Prohibited Materials <br /> 16 This section is revised to read: <br /> I 17 <br /> 18 Traffic paint shall not contain mercury, lead, chromium, diarylide pigments, toluene, <br /> 19 chlorinated solvents, hydrolysable chlorine derivatives, ethylene-based glycol ethers and <br /> I 20 their acetates, nor any other EPA hazardous waste material over the regulatory levels in <br /> 21 accordance with CFR 40 Part 261.24. <br /> 22 <br /> II 23 9-34.2(5) Low VOC Waterborne Paint <br /> 24 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2'. <br /> 25 <br /> 26 The heading "High-Build Waterborne Paint" is supplemented with "Type 4". <br /> I 27 <br /> 28 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". <br /> 29 <br /> I 30 In the row beginning with °° @90°F°, each minimum value is revised to read "60". <br /> 31 <br /> 32 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised <br /> 1 33 to read "3". <br /> 34 <br /> 35 The last four rows are replaced with the following: <br /> 36 <br /> 11 VehicleASTM D 100% acrylic 100% cross 100% acrylic <br /> Composition 2621 emulsion linking acrylic' emulsion <br /> Freeze-Thaw ASTM D @ 5 cycles show @ 5 cycles show @ 3 cycles show <br /> I I Stability, KU 2243 and no coagulation or no coagulation or no coagulation or <br /> D 562 change in change in change in <br /> viscosity greater viscosity greater viscosity greater <br /> than ± 10 KU than ± 10 KU than ± 10 KU <br /> I Heat Stability ASTM D ± 10 KU from the ± 10 KU from the ± 10 KU from the <br /> 5622 1 initial viscosity initial viscosity initial Viscosity <br /> Low ASTM D No Cracks* No Cracks <br /> I Temperature 2805' <br /> Film Formation <br /> Cold Flexibility' ASTM Pass at 0.5 in <br /> D522 mandrel* j <br /> I <br /> 1 CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> iSTATE FUND#HLP PB17(014);COE#PW3688 Page AM-141 <br />