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11.1 - Pile Details (insert sheets - none)

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

        Plan View:

        Elevation - Type A1 With Fixed Seat

•  Remove (Use only when wing pile is not required) from tiltle.

        Designer Notes:

•   Add note: The fixed seat cannot be used when a wing pile is required.

12.2 - Abutment Type A1 (insert sheets - none)

        Designer Notes:

• Remove note:  If "F" or "W" steel railing is attached to top of wings 1 or 2,  instead of parapets as shown, see detail "A".
• Add note: All wing bars are epoxy coated.
• Add note: When Type "F" or "W" railing is used, locate name plate on first right wing traveling up station.

      Wing Height and Length Table:

• Remove the "2" from WING 2 LENGTH and WING 2 HEIGHT.  Table will now be used for both wings.
• Add bars to table for Wing Without Pile - 8'-6" height x 10'-0" or 12'-0" length and 10'-0" height x 10'-0" length.
• Change 10'-0" height x 12'-0" length A1 bars from 5-#5 to 5-#7 and W bars from 5-#7 to 7-#8.
• Add note below table *Wing without pile.

    Wing Without Pile:

• Break out detail at top of wing for clarity.
• Change top two horizontal bars in top pour to #6 bars.
• Change back face horizontal bars at top pour from #4 bars at 1'-6" to #4 bars at 9".
• Change back face vertical bars in upper pour from  #4 bars at 1'-6" to See HU Table.
• Change development length of vertical bars (F.F. & B.F.) in top pour from 1'-1" to 1'-6".
• Change all front face horizontal bars in lower pour to #5 bars at 1'-0".
• Change all back face horizontal bars in lower pour to "W" bars.
• Change 1-#7 horizontal bar at top center of lower pour to 2-"W" bars.

    Wing With Pile:

• Break out detail at top of wing for clarity.
• Change top two horizontal bars in top pour to #6 bars.
• Change development length for vertical bars (F.F. & B.F.) in top pour from 1'-1" to 1'-6".
• Change 2-#6 horizontal bars at top center of lower pour to 2-"W" bars

12.3 - Abutment Type A3 (insert sheets - none)

    Section Thru Body:

• Change 1'-0" min. dimension for development length of #5 coated bars to 1'-6".  Show dimension from top of bearing seat to bottom of bar.  This will match the criteria in Chapter 9, Table 9.1 of the Bridge Manual - #5, Class A, Others, Coated.   

    Plan View:

•  Remove 3'-0" min. rule for beam seat width

12.4 -  Abutment Type A3 (insert sheets - none)

•  Change all references to WING 1 to WING WITHOUT PILE

 Designer Notes:

•  Add note: All wing bars are epoxy coated.
•  Add note: When Type "F" or "W" railing is used, locate name plate on first right wing traveling up station.

    Section W1:

• Change development length for vertical bars (F.F. & B.F.) in top pour from 1'-1" to 1'-6".

    Section W2:

• Change development length for vertical bars (F.F. & B.F.) in top pour from 1'-1" to 1'-6".

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

   Section A1:

    Plan View:

    Pipe Underdrain Detail

• Change fabric overlap from 1'-0" to 1'-6" to match Standard Spec.

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

    Designer Notes:

• Add note: All wing bars are epoxy coated.
• Add note: When Type "F" or "W" railing is used, locate name plate on first right wing traveling up station.

    Section A2:

• Change development length for vertical bars (F.F. & B.F.) in top pour from 1'-1" to 1'-6".
• Change dimension from top of wing to dowel bar from 3" to Varies 3" to 6".

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

    Wing Elevation:

• Add note to Name Plate: "For Type 'F' and 'W' Rail Only."

 19.6 - Pretensioned Girder Details (insert sheets - g28, mg28, g36, mg36, g45, mg45, g54, mg54, g70, mg70 - not affected)

• Add to Designer Notes: The use of Pilasters shall be optional.

19.18 - 54W" Pretensioned Girder Details (No metric version of this standard) (insert sheets - g54w, g54wdet - not affected)

• Remove girder spacing table.  This information is covered in better detail in Chapter 19 of the Bridge Manual, Tables 19.1a & 19.1b.

19.20 - Pretensioned 54W" Girder Slab & Superstructure Details (insert sheet -g54wdet)

• New Standard

24.2 - Plate Girder Details (insert sheets - none)

• Connection Stiff. Details - Add "SLOPE 1/1½" and "GRIND FLANGE TOES" to weld symbol at bottom flange.
• Table of Fillet Weld Sizes - Add note to 5/16, 3/8, & ½" welds - "Min. pass size is 5/16".

30.12 - Sloped Face Parapet 'LF' (insert sheets - lfdec, mlfdec, lfwin, mlfwin)

• Change the parapet overhang from 1" to ¾".   This will create a 1'-3" footprint of the parapet on the bridge deck and match the 1'-3" wingwall.

 30.13 - Sloped Face Parapet 'HF' (insert sheets - hfdec, mhfdec, hfwin, mhfwin)

• Change the parapet overhang from 1" to ¾".   This will create a 1'-3" footprint of the parapet on the bridge deck and match the 1'-3" wingwall.

36.1 - Box Culvert Layout (insert sheets - none)

• Plan View - Remove Round off to nearest  2"  from all four wings.   Add "" to Vertical Constr. Joint notes.
• Section C1 - Remove all references to Structure Backfill.  Add "" to Vertical Constr. Joint notes.   Remove "".
• Add note: 18" min. width rubberized membrane waterproofing up walls & across top slab.
• Design Data - Specify Grade A-FA for Concrete Masonry.
• Remove entire note referring to depth of fill material.

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

• Apron Detail - Remove all references for reducing apron thickness.
• Corner A/Corner B - Remove note: Do not run any bar steel reinforcement thru joint filler.
• Vertical Construction Joint (for less than 2'-0" of cover) - Add "" to note referring to bottom slab thickness.
• Vertical Construction Joint (for 2'-0" or more of cover) - Change  note from: 5/8" smooth round dowel bar at 1'-0" centers in all four sides.  The free end of dowel bars shall receive a thin uniform coating of bond breaker. to: #5 bar at 1'-0" centers in all four sides.  The free end of bars shall be debonded.
• Add "" to note referring to bottom slab thickness.
• Add note for bottom slab thickness:    In lieu of construction joints in the bottom slab, the contractor may use 2" deep saw cuts within 12 hours after pouring.
• Section Thru Wingwalls - Show rubberized membrane waterproofing at construction joint.  Add note: o 18" min. width rubberized membrane waterproofing.  Remove references to reduced apron thickness.
• Notes:  Remove note: Note on plans: Geotextile fabric type "C" is to be placed under box culvert & aprons.

36.3 - Box Culvert Details (insert sheets - none)

• Section Thru Box - Change note from: For "height of box" > 5'-0", place  7/8" dia.  smooth round bar, 2'-6" long, between barrel and wings.  Embed 1'-3" into barrel wall.  Use debonder on extension into wing wall.  Bend as required.  One bar for each wingwall.  Include in bid item "culvert concrete masonry". To: For "height of box" > 6'-0", place  1" dia. plain (smooth) round dowel bar, 2'-6" long, between barrel and wings.  Embed 1'-3" into barrel wall.  Use debonder on extension into wing wall.  Bend as required.  One bar for each wingwall.  ASTM A36 material may be substituted for AASHTO M31.

40.3 - Overlay Details (insert sheets - none)

•  Change the parapet overhang from 1" to ¾".

40.6 - Abutment Widening (insert sheets - none)

    Plan View:

• Change Wing With Sidewalk to Wing With Pile.
• Change Wing With Sloped Face Parapet to Wing Without Pile.

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