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1 02.3 25 H compressive strength shall be verified on field cured <br /> ( ) cylinders in p 9 <br /> 2 accordance with the FOP for AASHTO T23. <br /> 3 <br /> 4 6-02.3(27)A Use of Self-Consolidating Concrete for Precast Units <br /> 5 Item number 2 of the first paragraph is revised to read: <br /> I 6 <br /> 7 2. Precast reinforced concrete three-sided structures, box culverts and split box <br /> 8 culverts in accordance with Section 7-02.3(6). <br /> I9 <br /> 10 6-05.AP6 <br /> Ill Section 6-05, Piling <br /> 12 August 1, 2016 <br /> 13 In this section, the words "capacity" and "capacities" are replaced with the words "resistance" <br /> 14 and "resistances", respectively. <br /> 15 <br /> 16 6-05.3(1) Piling Terms <br /> 17 The third paragraph is revised to read: <br /> 18 <br /> ' 19 <br /> 20 Overdriving — Over-driving of piles occurs when the ultimate bearing resistance <br /> calculated from the equation in Section 6-05.3(12), or the wave equation driving criteria <br /> 21 if applicable, exceeds the ultimate bearing resistance required in the Contract in order to <br /> 22 reach the minimum tip elevation specified in the Contract, or as required by the <br /> 23 Engineer. <br /> 24 <br /> 25 The first sentence of the last paragraph is revised to read: <br /> I 26 <br /> 27 Minimum Tip Elevation —The minimum tip elevation is the elevation to which the pile <br /> 28 tip shall be driven. <br /> I 29 <br /> 30 6-05.3(3)A Casting and Stressing <br /> 31 The last sentence of the third paragraph is revised to read: <br /> I 32 <br /> 33 If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to <br /> 34 rejection by the Engineer. <br /> 35 <br /> 36 6-05.3(5) Manufacture of Steel Piles <br /> 37 This section is supplemented with the following new paragraph: <br /> 38 <br /> 39 At least 14-days prior to the start of production of the piling, the Contractor shall advise <br /> 40 the Engineer of the production schedule. The Contractor shall give the Inspector safe <br /> 41 and free access to the Work. If the Inspector observes any nonspecification Work or <br /> ' 42 unacceptable quality control practices, the Inspector will advise the plant manager. If the <br /> 43 corrective action is not acceptable to the Engineer, the piling(s) will be subject to <br /> 44 rejection by the Engineer. <br /> I 45 <br /> 46 6-05.3(9)A Pile Driving Equipment Approval <br /> 47 The first sentence of the second paragraph is revised to read: <br /> 1 48 <br /> i <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 811116 <br />