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Standard Updates - February 2002

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12.1 - Abutment Type A1 (Integral Abutment) (insert sheets - none)

  • Add new Texas Rail to note referring to wingwall width (**).

12.2 - Abutment Type A1 (insert sheets - none)

  • Top of Wing Details - Text changes to accommodate new Texas Rail and Combination Rails.

12.3 - Abutment Type A3 (insert sheets - none)

  • Add notes:
    **Wingwall width shall be 1'-6" when Vertical Face Parapet Type "TX" is used.
    t 1'-5" when Vertical Face Parapet Type "TX" is used.
  • Section Thru Body - Add note referring to standard 28.3 when modular joint is used

12.4 - Abutment Type A3 (insert sheets - none)

  • Section W1 - Text changes to accommodate new Texas Rail and Combination Rails.
  • Designer Notes - Add note referring to modular expansion joint.

12.5 - Abutment Type A4 Pile Footing (insert sheets - none)

  • Section A1 - Minor changes for clarification. Add note referring to standard 28.3 when modular joint is used.

12.6 - Abutment Type A4 Pile Footing (insert sheets - none)

  • Section A2 - Change #4 bars in paving notch to #4 dowels (coated).
  • Designer Notes - Add note referring to modular expansion joint.

12.7 - Details For Wings Parallel To A1 Abutment Centerline (insert sheets - none)

  • Designer Notes - Change "...approved by the District." to "approved by the Bureau of Structures Design Section."

12.8 - Abutment A5 (Integral, Pile Encased Abutment) (insert sheets - none)

  • Typ. Section Thru Abutment Body - Change minimum height from 6'-0" to 5'-0"
  • Designer Notes - Add semi expansion seat to note referring to standard 12.1.

14.1 - Proprietary Retaining Walls (General Plan) (insert sheets - none)

  • Typ. Cross Sect. Of Retaining Wall - Add note to top of wall: Top cap to be slopped.

14.2 - MSE Retaining Wall Details (insert sheets -none)

  • Cast-In-Place Concrete Traffic Barrier Detail For Precast Wall Panels - Change 9" max. dimension to 9" min.
  • Cast-In-Place Concrete Traffic Barrier Detail For Cast-In-Place Wall Panels - Remove 2'-0" dimension.

19.8 - Pretensioned Girders Slab & Superstructure Details (insert sheets -none)

  • Expansion End - Add note referring to standard 28.3 when modular joint is used.

19.15 - Pretensioned Slab & Box Sections Post-Tensioned Transversely (insert sheets - none)

  • Cross Section - Change 1'-2 ¾" (with conc. Parapet) dimension to 1'-3". Change to match standards 30.12 & 30.13.

19.20 - Pretensioned 54W" Girder Slab & Superstructure Details (insert sheets -  g54wdet, mg54wdet - not affected)

  • Notes - Add "unless otherwise noted" to lap length note.

28.1 - Strip Seal Expansion Joint Details (insert sheets - jt400ss, mjt400ss)

  • Change item #7 to Stainless Steel Socket Flat Head Screws with Anti Seize Lubricant.

28.2 - Strip Seal Cover Plate Details (insert sheets - jt400ss, mjt400ss)

  • Plan At Sidewalk - Add note for parapet width: - t 1'-2" When Vertical Face Parapet Type "TX" is used.

28.3 - Modular Expansion Joint Details (insert sheets - not yet created)

  • New Standard

28.4 - Cover Plates For Sidewalk w/Conc. Para (insert sheets - not yet created)

  • New Standard

28.5 - Cover Plates For Parapet "LF/HF" (insert sheets - not yet created)

  • New Standard

28.6 - Cover Plates For Sidewalk w/Steel Rail (insert sheets - not yet created)

  • New Standard

30.7 - Vertical Face Parapet (insert sheets - ppta, mppta, mpptmod - not affected)

  • At Sidewalk Section C - #5 vertical bars in parapet - add length for 2'-8" parapet.

30.10 - Parapet Footing (insert sheets - lfdec, - not affected)

  • Sections A, B, and C - Show 4 horizontal bars each side to match elevation view.

30.11 - Chain Link Fence Details (insert sheets - railchan)

  • Fence Part Elevation - Add dimension: 8'-0" Max. Post Spa.

30.14 - Lighting Detail (insert sheets - none)

  • Anchorage Detail - Remove S.D.D. number from note. Add note: "Any other light pole type must be designed for."

30.17 - Combination Railings Types 'C1-C6' (insert sheet - railcomb)

  • New Standard.

30.18 - Combination Railing Details (insert sheet - railcomb)

  • New Standard

30.19 - Vertical Face Parapet 'TX' (insert sheet - railtex)

  • New Standard

36.1 - Box Culvert Layout (insert sheets - none)

  • Plan - Remove hidden lines in aprons that showed reduced apron thickness. (To match standard 36.2)

36.2 - Box Culvert Apron Details (insert sheets - none)

  • Notes - Change notes referring to precast concrete box culverts.

37.1 - Pedestrian Overpass (insert sheets - none)

  • Section Thru Pedestrian Structure - Remove dimensions to center of curved pipe.

40.9 - Hinged Joint Rehabilitation (insert sheets - none)

  • Notes - paragraph 1, change 0.0010 to 0.010.

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 Last modified: March 03, 2008  
 For comments or questions contact: Penny Rollins, penny.rollins@dot.state.wi.us, 608-266-5088