Laserfiche WebLink
I <br /> 1 3. Non-skid surface treatment products shall be applied in accordance with the <br /> 2 manufacturer's recommendations. <br /> 3 <br /> 4 4. Anti-graffiti coatings shall be applied in one coat following application of the <br /> 5 top coat, where specified in the Plans. <br /> 6 <br /> 7 6-07.3(14)B Reference Standards <br /> 8 The second standard reference (to SSPC CS 23.00), and its accompanying title, is revised to <br /> 9 read: <br /> 10 <br /> 11 SSPC CS 23.00 Specification for the Application of Thermal Spray Coatings <br /> 12 (Metallizing) of Aluminum, Zinc, and Their Alloys and <br /> 13 Composites for the Corrosion Protection of Steel I <br /> 14 <br /> 15 Section 6-08, Bituminous Surfacing on Structure Decks <br /> 16 January 7, 2019 I <br /> 17 6-08.3(7)A Concrete Deck Preparation <br /> 18 The first sentence of the first paragraph is revised to read: <br /> 19 <br /> 20 The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the <br /> 21 extent of bridge deck repair in accordance with Section 6-09.3(6). <br /> 22 <br /> 23 6-08.3(8)A Structure Deck Preparation <br /> 24 The second sentence of the last paragraph is revised to read: <br /> 25 <br /> 26 Prior to applying the primer or sheet membrane, all dust and loose material shall be <br /> 27 removed from the Structure Deck. <br /> 28 '29 6-09.AP6 <br /> 30 Section 6-09, Modified Concrete Overlays <br /> 31 January 7, 2019 <br /> 32 6-09.3 Construction Requirements <br /> 33 This section is supplemented with the following new subsection: <br /> 34 <br /> 35 6-09.3(15) Sealing and Texturing Concrete Overlay <br /> 36 After the requirements for checking for bond have been met, all joints and visible cracks <br /> 37 shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). Cracks <br /> 38 1/16 inch and greater in width shall receive two applications of HMWM. Immediately <br /> 39 following the application of HMWM, the wetted surface shall be coated with sand for <br /> 40 abrasive finish. <br /> 41 <br /> 42 After all cracks have been filled and sealed and the HMWM resin has cured, the concrete <br /> 43 overlay surface shall receive a longitudinally sawn texture in accordance with Section 6- <br /> 44 02.3(10)D5. <br /> 45 <br /> 46 Traffic shall not be permitted on the finished concrete until it has reached a minimum <br /> 47 compressive strength of 3,000 psi as verified by rebound number determined in <br /> 48 accordance with ASTM C805 and the longitudinally sawn texture is completed. <br /> 49 <br /> I <br /> City of Everett Page AM-56 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />