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1 6-11.AP6 <br /> 2 Section 6-11, Reinforced Concrete Walls <br /> 3 April 2, 2018 <br /> 4 6-11.2 Materials <br /> L 5 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised <br /> 6 to read: <br /> 7 <br /> 8 Aggregates for Concrete 9-03.1 <br /> 9 <br /> 10 6-12.AP6 <br /> 11 Section 6-12, Noise Barrier Walls <br /> 12 August 6, 2018 <br /> 13 6-12.2 Materials <br /> 14 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised <br /> 15 to read: <br /> 16 <br /> 17 Aggregates for Concrete 9-03.1 <br /> 18 <br /> 19 The first paragraph is supplemented with the following new material reference: <br /> 20 <br /> 21 Noise Barrier Wall Access Door 9-06.17 <br /> 22 <br /> 23 6-12.3(9) Access Doors and Concrete Landing Pads <br /> 24 The second paragraph is deleted and replaced with the following: <br /> 25 <br /> 26 All frame and door surfaces, except stainless steel surfaces, shall be painted in <br /> 27 accordance with Section 6-07.3(9). Primer shall be applied to all non-stainless steel <br /> 28 surfaces. All primer coated exposed metal surfaces shall be field painted with the <br /> 29 remaining Section 6-07.3(9)A paint system coats. The top coat, when dry, shall match the <br /> 30 color specified in the Plans or Special Provisions. <br /> 31 <br /> 32 This section is supplemented with the following: <br /> 33 <br /> 34 Access door deadbolt locks shall be capable of accepting a Best CX series core. The <br /> 35 Contractor shall furnish and install a spring-loaded construction core lock with each lock. <br /> 36 The Engineer will furnish the permanent Best CX series core for the Contractor to install <br /> 37 at the conclusion of the project. <br /> 38 <br /> 39 6-13.AP6 <br /> 40 Section 6-13, Structural Earth Walls <br /> 41 August 6, 2018 <br /> 42 6-13.2 Materials <br /> 43 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised <br /> ' 44 to read: <br /> 45 <br /> 46 Aggregates for Concrete 9-03.1 <br /> ' 47 <br /> I <br />