Pellco Construction, Inc. 6/22/2016

I 1 2 "Painted Wide Dotted Entry Line", per linear foot. 3 4 "Plastic Wide Dotted Entry Line", per linear foot. 5 6 9-03.AP9 7 Section 9-03, Aggregates 8 January 4, 2016 9 9-03.21(1)B Concrete Rubble 10 This section, including title, is revised to read: 11 12 9-03.21(1)B Recycled Concrete Aggregate 13 Recycled concrete aggregates are coarse and fine aggregates manufactured from 14 hardened concrete mixtures. 15 16 Recycled concrete, in any form, shall not be placed below the ordinary high water mark 17 of any water of the State. 18 19 9-04.AP9 20 Section 9-04, Joint and Crack Sealing Materials 21 January 4, 2016 22 9-04.2(1) Hot Poured Joint Sealants 23 This section's content is deleted and replaced with the following new subsections: 24 25 9-04.2(1)A Hot Poured Sealant 26 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in 27 accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland 28 Open Cup Flash Point of 205°C in accordance with AASHTO T 48. 29 30 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 31 Hot poured sealant for cement concrete pavement shall meet the requirements of 32 ASTM D6690 Type IV, except for the following: 33 34 1. The Cone Penetration at 25°C shall be 130 maximum. 35 36 2. The extension for the Bond, non-immersed, shall be 100 percent. 37 38 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 39 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM 40 D6690 Type II. 41 42 9-04.2(1)B Sand Slurry for Bituminous Pavement 43 Sand slurry is mixture consisting of the following components measured by total weight: 44 45 1. Twenty percent CSS-1 emulsified asphalt, 46 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/4/16