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I <br /> 1 Shop drawings shall show the size and location of all inserts and penetrations. <br /> I 2 Penetrations for deck formwork and falsework shall match the deck formwork Working <br /> 3 Drawings. Field-drilled holes in prestressed concrete girders are not allowed. <br /> 4 <br /> 5 Deformed welded wire reinforcement conforming to Sections 9-07.7 and 9-07.8 may be <br /> I <br /> 6 substituted for the mild steel reinforcement shown in the plans. The substitution shall be <br /> 7 submitted as a Type 2E Working Drawing. The AASHTO LRFD Bridge Design <br /> 8 Specification requirements (latest edition including interims) shall be satisfied, including <br /> 9 at a minimum the following Articles: <br /> 10 <br /> 11 5.8.2.6 Types of Transverse Reinforcement <br /> I 12 <br /> 13 5.8.2.8 Design and Detailing Requirements <br /> 14 <br /> I 15 5.10.3 Spacing of Reinforcement <br /> 16 <br /> 17 5.10.6.3 Ties <br /> I 18 <br /> 19 5.10.7 Transverse Reinforcement for Flexural Members <br /> 20 <br /> 21 5.10.8 Shrinkage and Temperature Reinforcement <br /> I22 <br /> 23 5.10.10 Pretensioned Anchorage Zones <br /> 24 <br /> 25 5.11.2.5 Welded Wire Fabric <br /> 26 <br /> 27 5.11.2.6.3 Anchorage of Wire Fabric Reinforcement <br /> I 28 <br /> 29 5.11.6 Splices of Welded Wire Fabric <br /> 30 <br /> li 31 Yield strengths in excess of 75.0 ksi shall not be used for welded wire reinforcement. <br /> 32 <br /> 33 The spacing of vertical welded wire reinforcement within slabs and girder webs shall not <br /> I 34 exceed 18 inches or the height of the member minus 3 inches, whichever is less. <br /> 35 Longitudinal wires and welds are permitted in girder flanges but shall be excluded from <br /> 36 girder webs. For vertical welded wire reinforcement in prestressed concrete slab <br /> 37 girders, no welded joints other than those required for anchorage shall be permitted. <br /> I 38 Epoxy-coated wire and welded wire reinforcement shall conform to Section 9-07.3 with <br /> 39 the exception that ASTM A884 Class A Type I shall be used instead of ASTM A775. <br /> 40 <br /> I 41 End regions of prestressed concrete girders shall meet the requirements of WSDOT <br /> 42 Bridge Design Manual LRFD (M23-50) Sections 5.6.2.F and 5.6.2.G. <br /> 43 <br /> I 44 Shop drawings for spliced prestressed concrete girders shall also conform to Section 6- <br /> 45 02.3(26)A. The Working Drawings for spliced prestressed concrete girders shall include <br /> 46 all details related to the post-tensioning operations in the field, including details of <br /> I 47 hardware required, tendon geometry, blockout details, and details of additional or <br /> 48 modified steel reinforcing bars required in cast-in-place closures. <br /> 49 <br /> I 50 6-02.3(25)B Casting <br /> 51 This section, including title, is revised to read: <br /> 52 <br /> 1 <br /> I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />