Paint systems for Piling, Landing Aids, Life Ladders, underside of vehicle transfer span bridge decks, non-skid surface treated areas, and anti-graffiti coatings shall be as specified in the Special Provisions. 6-07.3(12)B4 Color Paint colors shall be as specified in the Special Provisions. 6-07.3(12)B5 Coating Thickness Coating thicknesses shall be as specified in the Special Provisions. 6-07.3(12)B6 Application of Field Coatings Application of field coatings shall be in accordance with Section 6-07.3(10)O and Section 6-07.3(12)A2 except for the following: 1. All coatings applied in the field shall be applied using a brush or roller. Spray application methods may be used if allowed by the Engineer. 2. Applied coatings shall not be immersed until the coating has been cured as required by the coating manufacturer. 3. Non-skid surface treatment products be applied in accordance with the manufacturer’s recommendations. 4. Anti-graffiti coatings shall be applied in one coat following application of the top coat, where specified in the Plans. 6-07.3(14)B Reference Standards The second standard reference (to SSPC CS 23.00), and its accompanying title, is revised to read: SSPC CS 23.00 Specification for the Application of Thermal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for the Corrosion Protection of Steel 6-08.AP6 Section 6-08, Bituminous Surfacing on Structure Decks January 7, 2019 6-08.3(7)A Concrete Deck Preparation The first sentence of the first paragraph is revised to read: The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the extent of bridge deck repair in accordance with Section 6-09.3(6). 6-08.3(8)A Structure Deck Preparation The second sentence of the last paragraph is revised to read: Prior to applying the primer or sheet membrane, all dust and loose material shall be removed from the Structure Deck.
Paint systems for Piling, Landing Aids, Life Ladders, underside of vehicle transfer span bridge decks, non-skid surface treated areas, and anti-graffiti coatings shall be as specified in the Special Provisions. 6-07.3(12)B4 Color Paint colors shall be as specified in the Special Provisions. 6-07.3(12)B5 Coating Thickness Coating thicknesses shall be as specified in the Special Provisions. 6-07.3(12)B6 Application of Field Coatings Application of field coatings shall be in accordance with Section 6-07.3(10)O and Section 6-07.3(12)A2 except for the following: 1. All coatings applied in the field shall be applied using a brush or roller. Spray application methods may be used if allowed by the Engineer. 2. Applied coatings shall not be immersed until the coating has been cured as required by the coating manufacturer. 3. Non-skid surface treatment products be applied in accordance with the manufacturer’s recommendations. 4. Anti-graffiti coatings shall be applied in one coat following application of the top coat, where specified in the Plans. 6-07.3(14)B Reference Standards The second standard reference (to SSPC CS 23.00), and its accompanying title, is revised to read: SSPC CS 23.00 Specification for the Application of Thermal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for the Corrosion Protection of Steel 6-08.AP6 Section 6-08, Bituminous Surfacing on Structure Decks January 7, 2019 6-08.3(7)A Concrete Deck Preparation The first sentence of the first paragraph is revised to read: The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the extent of bridge deck repair in accordance with Section 6-09.3(6). 6-08.3(8)A Structure Deck Preparation The second sentence of the last paragraph is revised to read: Prior to applying the primer or sheet membrane, all dust and loose material shall be removed from the Structure Deck.
2018BookAmendments.docx