Rodarte Construction Inc Everett Station Parking Expansion

1 Type Ill portland cement or blended hydraulic cement is permitted to be used inp recast 2 concrete units. 3 4 6-02.3(28)B Casting 5 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- 6 02.3(25)C. 7 8 6-02.3(28)D Contractors Control Strength 9 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO T 10 23". 11 12 6-02.3(28)E Finishing 111 13 This section is supplemented with the following: 14 15 The Contractor may repair defects in precast panels in accordance with Section 6-01.16. I 16 17 Section 6-03, Steel Structures 18 January 7, 2019 19 6-03.2 Materials 20 In the first paragraph, the material reference for Paints is revised to read: 21 22 Paints and Related Materials 9-08 23 24 6-03.3(25)A3 Ultrasonic Inspection 25 The first paragraph (up until the colon) is revised to read: 26 27 Complete penetration groove welds on plates 5/16 inch and thicker in the following welded 28 assemblies or Structures shall be 100 percent ultrasonically inspected: 29 30 6-03.3(33) Bolted Connections 31 The first paragraph is supplemented with the following: 32 33 After final tightening of the fastener components, the threads of the bolts shall at a 34 minimum be flush with the end of the nut. 35 36 The following is inserted after the third sentence of the fourth paragraph: 37 38 39 When galvanized bolts are specified, tension-control galvanized bolts are not permitted. 40 Section 6-05, Piling 41 January 2, 2018 • 42 6-05.3(9)A Pile Driving Equipment Approval 43 The fourth sentence of the second paragraph is revised to read: 44 45 For prestressed concrete piles, the allowable driving stress in kips per square inch shall be 46 0.095 • f'- plus prestress in tension, and 0.85f'c minus prestress in compression, where f'c 47 is the concrete compressive strength in kips per square inch. 48 City of Everett Page AM 43 Amendments Everett Station 80 Stall Parking Expansion June 2019