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1 including containment, collection and disposal of runoff water and debris <br /> ' 2 escaping through breaks in the bridge deck. <br /> 3 <br /> 4 4. A Type 2 Working Drawing of the method and materials used to contain, collect, <br /> ' 5 and dispose of all concrete debris generated by the scarifying process, <br /> 6 including provisions for protecting adjacent traffic from flying debris. <br /> 7 <br /> 8 5. A Type 1 Working Drawing of the mix design for concrete Class M, and either <br /> I 9 fly ash modified concrete, microsilica modified concrete, or latex modified <br /> 10 concrete, as selected by the Contractor for use in this project in accordance <br /> 11 with Section 6-09.3(3). <br /> 12 <br /> 13 6. A Type 1 Working Drawing of samples of the latex admixture and the portland <br /> 14 cement for testing and compatibility (if latex modified concrete is used). <br /> ' 15 <br /> 16 7. A Type 2 Working Drawing of the paving equipment specifications and details <br /> 17 of the screed rail support system, including details of anchoring the rails and <br /> 18 providing rail continuity. <br /> 19 <br /> 20 6-09.3(3)A General <br /> 21 In the last paragraph, the phrase "and as approved by the Engineer" is deleted. <br /> 22 <br /> 23 6-09.3(4)B Latex Admixture <br /> 24 In the second sentence of the second paragraph, the phrase "and as approved by the <br /> 25 Engineer" is deleted. <br /> 26 <br /> 27 6-09.3(5)A General <br /> 28 The second paragraph is deleted. <br /> 29 <br /> 30 In the third and fourth paragraphs, the phrase "and as approved by the Engineer" is deleted. <br /> 31 <br /> 32 In the fifth paragraph, "approved by the Engineer" is revised to read "acceptable to the <br /> 33 Engineer". <br /> ' 34 <br /> 35 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines <br /> 36 In the last sentence of the last paragraph, "approval" is revised to read "acceptance". <br /> 37 <br /> 38 6-09.3(5)C Hydro-Demolishing <br /> 39 In the third and fourth paragraphs, the phrase "as approved by the Engineer" is deleted. <br /> I 40 <br /> 41 6-09.3(6)B Deck Repair Preparation <br /> 42 The second to last paragraph is revised to read the following three new paragraphs: <br /> 43 <br /> 44 The exposed steel reinforcing bars and concrete in the repair area shall be sandblasted <br /> 45 or hydro-blasted and blown clean just prior to placing concrete. <br /> ' 46 <br /> 47 Where existing steel reinforcing bars inside deck repair areas show deterioration <br /> 48 exceeding the limits defined in the Plans, the Contractor shall furnish and place steel <br /> 49 reinforcing bars alongside the deteriorated bars in accordance with the details shown in <br /> ' 50 the Plans. Payment for such extra Work will be by force account as provided in Section <br /> 51 1-09.6. <br /> 52 <br /> 111 <br /> ' AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />