Jansen Inc 6/10/2019 - Laserfiche WebLink

I1 1. Clean all mortar from reinforcement, and 2 I 3 4 2. Obtain the Engineer's permission to place concrete after the Engineer has inspected the placement of the reinforcing steel. (Any concrete placed without the • 5 Engineer's permission shall be rejected and removed.) I6 7 6-02.3(25)H Finishing 8 The last paragraph is revised to read: 9 10 The Contractor may repair defects in prestressed concrete girders in accordance with 11 Section 6-01.16. 12 I13 6-02.3(25)1 Fabrication Tolerances 14 Item number 12 of the first paragraph is revised to read: 15 16 12. Stirrup Projection from Top of Girder: • 17 18 Wide flange thin deck and slab girders: ± '/2 inch I19 20 All other girders: + 3/4 inch 21 I 22 6-02.3(27) Concrete for Precast Units 23 The last sentence of the first paragraph is revised to read: 24 I25 Type III portland cement or blended hydraulic cement is permitted to be used in precast 26 concrete units. 27 28 6-02.3(28)B Casting I29 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- 30 02.3(25)C. 31 I32 6-02.3(28)D Contractors Control Strength 33 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO T 34 23". 111 35 36 6-02.3(28)E Finishing 37 This section is supplemented with the following: I38 39 The Contractor may repair defects in precast panels in accordance with Section 6-01.16. 40 I 41 Section 6-03, Steel Structures 42 January 7, 2019 43 6-03.2 Materials 111 44 In the first paragraph, the material reference for Paints is revised to read: 45 46 Paints and Related Materials 9-08 ' 47 48 6-03.3(25)A3 Ultrasonic Inspection 49 The first paragraph (up until the colon) is revised to read: I50 City of Everett Page AM-39 Amendments Everett Downtown Streetscape Improvement March 22, 2019