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

• Add note to increase wingwall width to 1'-6" to accommodate new Type "M" Railing

12.2 - Abutment Type A1 (insert sheets - none)

• Add detail for new Type "M" Railing - Top of Wing Detail.
• Add Type "M" to Designer Notes: "When Type "F", "W" or "M" railing is used.......

12.4 - Abutment Type A3 (insert sheets - none)

• Add detail for new Type "M" Railing - Top of Wing Detail
• 12.6 - Abutment A4 Pile Footing (insert sheets - none)Add Type "M" to Designer Notes: "When Type "F", "W" or "M" railing is used.......

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

• Typ. Section Thru Abutment Body, weep hole note: change filter cloth to geotextile fabric and change select granular material to size 1 coarse aggregate.

19.5 - 70" Pretensioned Girder Details (insert sheets - g70, mg70)

• Section Thru Girder - Remove bar in top of bottom flange and bottom of top flange.
• Remove Bridge Span Configuration Table.
• Support With Steel Or Elastomeric Bearings - Change dimension of #3 stirrups in bottom flange from 5'-6" to 17'-0".

19.6 - Pretensioned Girders Slab & Substructure Details (insert sheets - g28, mg28, g36, mg36, g45, mg45, g54, mg54, g70, mg70)

• Section S2 - Remove dimensions from bottom flange to edge of pilaster. Add 7" dimension from top flange to edge of pilaster.

19.8 - Pretensioned Girders Slab & Superstructure Details (insert sheets -g28det, mg28det, g36det, mg36det, g45det, mg45det, g54det, mg54det, g70det, mg70det)

• Add note above title block: "See Standard 19.20 for Pretensioned Girders Slab & Superstructure Details.
• Fixed and Semi Exp ends, #5 diaphragm stirrups - Change single stirrup to one stirrup and one u-shaped bar.
• Change title from Substructure to Superstructure.

19.14 - Bearing Pad Details For Prestressed Concrete Girders (insert sheets -g28det, mg28det, g36det, mg36det, g45det, mg45det, g54det, mg54det, g70det, mg70det - not affected)

• At Pier: Add "Or 19.20" to note: #5 or #7 bars @ 1'-0" ctrs......"

19.18 - 54W" Pretensioned Girder Details (insert sheets - g54w, mg54w)

• Section Thru Girder - Change note: 6" Std. or Min. Deck embed of 3" To: 7" Std. or Min. Deck embed of 3".Section Thru Girder - Remove bar in top of bottom flange and bottom of fop flange.
• Section Thru Girder - Reduce spacing of bars in top flange @ girder ends.
• Support With Steel Or Elastomeric Brgs. - Change dimension of #3 stirrups in bottom flange from 4'-0" to 21'-0".
• General Notes: change trowel finished to smooth finish. Add note to apply liquid bond breaker no more that 7 days prior to pouring the deck.

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

• Part Section Thru Joint At Prestressed Girders: Add "Or 19.20" to note: "Conc. Diaph. See Standard 19.8".
• Add alternate strip seal anchor.
• Typ Section Thru Joint at Steel Girder: add "Bid as structural carbon steel." To protection angle armor.

28.2 - Strip Seal Cover Plate Details (insert sheets - jt400ss, mjt400ss - shown correctly on inserts)

• Minor graphical correction to section b-b. (English only, metric is shown correctly.)

30.1 - Tubular Railing Type "F" (insert sheets - railf, mrailf)

• Legend, No. 3 - Change length of A325 hex bolts to 14" long at end posts and on concrete slab superstructures where the slab thickness is > 15", 8" long at all other locations

30.2 - Tubular Railing Type "W" (insert sheets - railw, mrailw)

• Legend, No. 4 - Change length of A325 hex bolts to 14" long at end posts and on concrete slab superstructures where the slab thickness is > 15", 8" long at all other locations

30.14 - Lighting Detail (insert sheets - none)

• Anchorage Detail - change reference to S.D.D. 9 E 1-2d to 9E1-3d

30.15 - Ornamental Protective Screening (insert sheets - none)

• Section thru alternate detail - move 2 ½ x 2 ½ tubing note to correct tube.
• Detail A - remove 3/16" from end spindle.
• Alternate Detail Showing Bend - Move chain link fence from inside face of rail to outside face.

30.16 - Tubular Steel Railing Type "M" (insert sheets - railm)

• New railing standard.

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

• Notes: Paragraph 10 was changed.

36.5 - Precast Concrete Box Culvert Barrel Details (insert sheets - none)

• Notes: Paragraph 1 was changed.

38.1 - Highway Over Railroad Design Requirements (insert sheets - none)

• Designer Notes: Add note: "Accommodation for additional tracks requires FHWA approval. Confer with Central Office Railroad Unit."
• Designer Notes: Remove note: "Minimum clearance between parallel track centerline is 20'-0"."
• Designer Notes: Add note: "Maximum allowable height is 23'-3 ½" by FHWA."

40.4 - Strip Seals & Diaph. Details for Overlays (insert sheets - none)

• Joint Repair-Removal Section Thru Joint-Prestressed Girder - Add "Or 19.20" to note: "See Std. 19.8 for Diaph. Details".

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