Rodarte Construction Inc Everett Station Parking Expansion

I 1 6-02.3(10)C Finishing Equipment 2 The first paragraph is revised to read: 3 4 The finishing machine shall be self-propelled and be capable of forward and reverse 5 movement under positive control. The finishing machine shall be equipped with augers and 6 a rotating cylindrical single or double drum screed. The finishing machine shall have the 7 necessary adjustments to produce the required cross section, line, and grade. The finishing 8 machine shall be capable of raising the screeds, augers, and any other parts of the 9 finishing mechanical operation to clear the screeded surface, and returning to the specified 10 grade under positive control. Unless otherwise allowed by the Engineer, a finishing 11 machine manufacturer technical representative shall be on site to assist the first use of the 12 machine on the Contract. 13 14 The first sentence of the second paragraph is revised to read: 15 16 For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where jobsite 17 conditions do not allow the use of the conventional configuration finishing machines, or 18 modified conventional machines as described above; the Contractor may submit a Type 2 19 Working Drawing proposing the use of a hand-operated motorized power screed such as a 20 "Texas" or"Bunyan" screed. 21 22 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 23 This section, including title, is revised to read: 24 25 6-02.3(10)D4 Vacant 26 '27 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 28 In the third subparagraph of the first paragraph, the last sentence is revised to read: 29 30 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 24- 31 inches maximum of the edge of concrete at expansion joints, within 1-foot minimum and 2- 32 feet maximum of the curb line, and within 3-inches minimum and 9-inches maximum of the 33 perimeter of bridge drain assemblies. 34 35 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 36 The second to last paragraph is revised to read: 37 38 The compression seal shall be a 2% inch wide gland and shall conform to Section 9- 39 04.1(4). 40 41 The last paragraph is deleted. 42 43 6-02.3(13)A Strip Seal Expansion Joint System 44 In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE AMS 45 Standard 595". 46 I 47 6-02.3(13)B Compression Seal Expansion Joint System 48 The first paragraph is revised to read: 49 City of Everett Page AM-38 Amendments Everett Station 80 Stall Parking Expansion June 2019