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1 In the row beginning with f0 @90°F", each minimum value is revised to read "60". <br /> 2 <br /> 3 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised <br /> 4 to read "3". • <br /> 5 <br /> 6 The last four rows are replaced with the following: <br /> 7 <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 /> 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 /> 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 /> Cold Flexibility5 ASTM D522 Pass at 0.5 in mandrel* <br /> Test Deck Durability6 ASTM D913 ..70%paint retention in <br /> wheel track* <br /> Mud Cracking (See note 7) No Cracks No Cracks <br /> 8 <br /> 9 After the preceding Amendments are applied, the following new column is inserted after the <br /> 10 "Standard Waterborne Paint Type 1 and 2" column: <br /> 11 <br /> Semi-Durable Waterborne Paint Type 3 <br /> White Yellow <br /> Min. Max. Min. Max. <br /> Within±0.3 of qualification sample <br /> 80 95 80 95 <br /> 60 60 <br /> 77 77 <br /> 65 65 <br /> 43 43 <br /> 1.25 1.25 <br /> 3 3 <br /> 0.98 0.96 <br /> 88 50 <br /> 100° 100° <br /> 9.5 9.5 <br /> 10 10 <br /> 100%acrylic emulsion <br /> @ 5 cycles show no coagulation or <br /> change in viscosity greater than± 10 KU <br /> ± 10 KU from the initial viscosity <br /> No Cracks <br /> Pass at 0.25 in mandrel <br /> . 70%paint retention in wheel track <br /> No Cracks <br /> 12 <br /> 13 <br /> City of Everett Page AM-112 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />