A-1 Landscaping and Construction, Inc. 7/20/2016

I 1 broken line such as, wide broken lane line, drop lane line, wide dotted lane line or wide ' 2 dotted entry line. 3 4 8-22.5 Payment 5 The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", 6 per linear foot: 7 8 "Painted Wide Dotted Entry Line", per linear foot. 9 10 "Plastic Wide Dotted Entry Line", per linear foot. 11 12 Section 9-03, Aggregates 13 January 4, 2016 14 9-03.21(1)B Concrete Rubble I 15 This section, including title, is revised to read: 16 17 9-03.21(1)B Recycled Concrete Aggregate 18 Recycled concrete aggregates are coarse and fine aggregates manufactured from 19 hardened concrete mixtures. 20 21 Recycled concrete, in any form, shall not be placed below the ordinary high water mark of 22 any water of the State. 23 24 Section 9-04, Joint and Crack Sealing Materials 25 January 4, 2016 26 9-04.2(1) Hot Poured Joint Sealants 27 This section's content is deleted and replaced with the following new subsections: 28 29 9-04.2(1)A Hot Poured Sealant 30 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in 31 accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland Open 32 Cup Flash Point of 205°C in accordance with AASHTO T 48. 33 34 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 35 Hot poured sealant for cement concrete pavement shall meet the requirements of 36 ASTM D6690 Type IV, except for the following: 37 1�38 1. The Cone Penetration at 25°C shall be 130 maximum. 39 40 2. The extension for the Bond, non-immersed, shall be 100 percent. 41 42 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 43 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM 44 D6690 Type II. 45 46 9-04.2(1)B Sand Slurry for Bituminous Pavement 47 Sand slurry is mixture consisting of the following components measured by total weight: 48 49 1. Twenty percent CSS-1 emulsified asphalt, 50 1 RIVERFRONT DEVELOPMENT NORTH WETLAND COMPLEX 6