Ariston Pacific, Inc. 5/9/2016 - Laserfiche WebLink

1 2 6-01.AP6 3 Section 6-01, General Requirements for Structures ' 4 January 5, 2015 5 6-01.6 Load Restrictions on Bridges Under Construction 6 The first sentence of the second paragraph is revised to read: 7 8 If necessary and safe to do so, and if the Contractor requests it through a Type 2E 9 Working Drawing, the Engineer may allow traffic on a bridge prior to completion. ' 10 11 In the second paragraph, item number 3 (up until the colon) is revised to read: 12 13 3. Provide stress calculations under the design criteria specified in the AASHTO LRFD 14 Bridge Design Specifications, current edition, including at a minimum the following: 15 16 6-01.9 Working Drawings 17 This section is revised to read: 18 1 19 20 All Working Drawings required for bridges and other Structures shall conform to Section 1-05.3. 21 22 6-01.10 Utilities Supported by or Attached to Bridges i 23 In the second paragraph,"bridge structures" is revised to read "bridges". 24 25 6-01.14 Premolded Joint Filler ' 26 In the second paragraph, the first sentence is revised to read: 27 28 The Contractor may substitute for the nails any adhesive acceptable to the Engineer. 29 30 6-02.AP6 ' 31 Section 6-02, Concrete Structures 32 August 3, 2015 33 6-02.2 Materials 34 The reference to "Prestressed Concrete Girders" (Section 9-19) is deleted. 35 ' 36 6-02.3(1) Classification of Structural Concrete 37 In paragraph two, item number 1 is revised to read: 38 39 Mix design and proportioning specified in Sections 6-02.3(2), 6-02.3(2)A and 6- 40 02.3(2)A1. 41 42 Item number 3 is renumbered to 4. 43 44 After the preceding Amendments are applied, the following new numbered item is inserted 45 after item number 2: 46 47 3. Temperature and time for placement requirements specified in Section 6-02.3(4)D. I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15