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I <br /> 1 6-02.3(25)G Protection of Exposed Reinforcement <br /> 2 The last paragraph is deleted. <br /> 3 <br /> 4 6-02.3(25)H Finishing <br /> 5 The first sentence of the third paragraph is revised to read: <br /> 6 <br /> 7 The interface on girders that contact a cast-in-place concrete deck shall have a finish of <br /> 8 dense, screeded concrete without a smooth sheen or laitance on the surface. <br /> 9 <br /> 10 The third and fourth paragraphs are revised to read: <br /> 11 <br /> 12 On prestressed concrete wide flange deck girders, deck bulb tee girders, ribbed section <br /> 13 girders and double tee girders, the Contractor shall test the top surface for flatness and <br /> 14 make corrections in accordance with Section 6-02.3(10)D3 except that the straightedge <br /> 15 need not exceed the width of the girder top flange when checking the transverse <br /> 16 direction. The top surface shall be finished in accordance with Section 6-02.3(10)D6. <br /> 17 <br /> 18 The Contractor may repair defects in the girder provided the repair is covered in the <br /> 19 annual plant approval package. Any repairs that are not covered by the annual plant 111 <br /> 20 approval process shall be submitted to the Engineer as Type 2 Working Drawings or <br /> 21 shall be submitted through the email resolution process. <br /> 22 <br /> 23 6-02.3(25)1 Fabrication Tolerances <br /> 24 This section is revised to read: <br /> 25 <br /> 26 The girders shall be fabricated as shown in the processed shop drawings, and shall <br /> 27 meet the dimensional tolerances listed below. Construction tolerances of cast-in-place <br /> 28 closures for spliced prestressed concrete girders shall conform to the tolerances <br /> 29 specified for spliced prestressed concrete girders. Actual acceptance or rejection will <br /> 30 depend on how the Engineer believes a defect outside these tolerances will affect the <br /> 31 Structure's strength or appearance: <br /> 32 111 <br /> 33 1. Length: ± 1/4 inch per 25 feet of beam length, up to a maximum of± 11/2 inches. <br /> 34 <br /> 35 2. Width: <br /> 36 <br /> 37 Flanges and webs: + % inch, - 1/4 inch. <br /> 38 <br /> 39 Slab girders: ± % inch. <br /> 40 <br /> 41 3. Girder Depth (overall): ± %4 inch. <br /> 42 <br /> 43 4. Flange Depth: <br /> 44 <br /> 45 For I and wide flange I girders: ± % inch <br /> 46 <br /> 47 For all other girders: + 1/4 inch, - 1/8 inch <br /> 48 <br /> 49 5. Strand Position: <br /> 50 <br /> 51 Straight strands: ± %4 inch <br /> 52 <br /> I <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />