Jansen Inc 6/10/2019 - Laserfiche WebLink

9-03.9(3) Crushed Surfacing 9-03.12(1)A Gravel Backfill for Foundations Class A 1 2 For Reclamation Facilities that do hot participate in Tier 2 and Tier 3, approval of recycled 3 concrete aggregate will be in accordance with Section 9-03.21(1), and acceptance will be in 4 accordance with Section 3-04. I5 6 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 7 Material 111 8 "Portland Cement" is deleted from the first two rows in the table. 9 10 The following new row is inserted after the second row: I 11 Coarse Aggregate for Concrete Pavement I 9-03.1(4) 0 100 , 0 0 , 12 • 13 The first column of the fourth row (after the preceding Amendment is applied) is revised to read: ▪ 14 15 Coarse Aggregate for Commercial Concrete and Class 3000 Concrete I16 17 Section 9-04, Joint and Crack Sealing Materials 18 January 7, 2019 II 19 This section's title is revised to read: • 20 21 Joint Sealing Materials 22 23 9-04.1(2) Premolded Joint Filler for Expansion Joints 24 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". 25 I26 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 27 This section is supplemented with the following: 28 I29 Hot poured sealant for cement concrete pavement is acceptable for installations in joints 30 where cement concrete pavement abuts a bituminous pavement. 31 I32 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 33 This section is supplemented with the following: 34 I35 Hot poured sealant for bituminous pavement is acceptable for installations in joints where 36 cement concrete pavement abuts a bituminous pavement. 37 ▪ 38 9-04.2(1)B Sand Slurry for Bituminous Pavement ig 39 Item number 2 of the first paragraph is revised to read: 40 ▪ 41 2. Two percent portland cement or blended hydraulic cement, and ▪ 42 43 9-04.3 Joint Mortar ' 44 The first paragraph is revised to read: 45 City of Everett Page AM-89 Amendments Everett Downtown Streetscape Improvement March 22, 2019