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1 In the fourth paragraph, item number 3 is revised to read: <br /> 2 <br /> 3 3. Unbonded length corrosion protection system, including the permanent rubber seal <br /> 4 between the trumpet and the tendon unbonded length corrosion protection and the <br /> 5 transition between the tendon bond length and the unbonded tendon length <br /> 6 corrosion protection. <br /> 7 <br /> 8 The last five paragraphs are deleted and replaced with the following four new paragraphs: <br /> 9 <br /> 10 The Contractor shall submit Type 2 Working Drawings consisting of shop plans as <br /> 11 specified in Section 6-03.3(7) for all structural steel, including the permanent ground <br /> 12 anchors. <br /> 13 <br /> 14 The Contractor shall submit Type 1 Working Drawings consisting of the mix design for <br /> 15 the grout conforming to Section 9-20.3(4) and the procedures for placing the grout. The <br /> 16 Contractor shall also submit the methods and materials used in filling the annulus over <br /> 17 the unbonded length of the anchor. <br /> 18 <br /> 19 The Contractor shall submit Type 2 Working Drawings consisting of the method <br /> 20 proposed to be followed for the permanent ground anchor testing. This shall include all <br /> 21 necessary drawings and details to clearly describe the method proposed. <br /> 22 <br /> 23 The Contractor shall submit Type 2 Working Drawings consisting of calibration data for <br /> 24 each load cell, test jack, pressure gauge and master pressure gauge to be used. The <br /> 25 calibration tests shall have been performed by an independent testing laboratory and <br /> 26 tests shall have been performed within 60 calendar days of the date submitted. <br /> 27 <br /> 28 6-17.3(5) Tendon Fabrication <br /> 29 In the tenth paragraph, the last sentence is deleted. <br /> 30 <br /> 31 The twelfth paragraph is revised to read: <br /> 32 <br /> 33 The total anchor length shall not be less than that indicated in the Plans or the Working <br /> 34 Drawing submittal. <br /> 35 <br /> 36 In the last paragraph, the phrase "as approved by the Engineer' is deleted. <br /> 37 <br /> 38 6-17.3(7) Installing Permanent Ground Anchor <br /> 39 In the second paragraph, the third sentence is revised to read: <br /> 40 <br /> 41 The Contractor's method to prevent ground movement shall be submitted as a Type 2 <br /> 42 Working Drawing. <br /> 43 <br /> 44 In the second paragraph, the second to last sentence is revised to read: <br /> 45 <br /> 46 At the point of entry the ground anchor shall be installed within plus or minus three <br /> 47 degrees of the inclination from horizontal shown in the Plans or the Working Drawing <br /> 48 submittal. <br /> 49 <br /> 111 <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />