| Standard Updates
- July 2002
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11.1 - Pile Details (insert sheets -
none)
- Notes - Remove Pile Point information
from notes. This information is now included in the Special
Provisions.
12.1 - Abutment Type A1 (Integral Abutment)
(insert sheets - none)
- Type A1 With Fixed Seat/Type A1 With
Semi-Expansion Seat - Add 2 ½" dimension for slope of berm. To
ensure consistency between all abutment types and berm types.
12.2 - Abutment Type A1 (insert sheets -
none)
- Top of Wing Details - Add detail for
Type "F" Rail with sidewalk notch. To ensure consistency when
using this detail.
- Add text where applicable for new Type
"51F" Parapet.
12.3 - Abutment Type A3 (insert sheets -
none)
- Section Thru Body - Remove "Concrete
only" from 2 ½" dimension for slope of berm. To ensure
consistency between all abutment types and berm types.
12.4 - Abutment Type A3 (insert sheets -
none)
- Section W1 - Add construction joint
note.
- Add text where applicable for new Type
"51F" Parapet.
12.6 - Abutment A4 Pile Footing (insert
sheets - none)
- Add text where applicable for new Type
"51F" Parapet.
13.2 - Hammer Head Pier (insert sheets -
none)
- Section P1 and Alternate Section P1 -
Change shape of horizontal tie bars. Remove leg length for #5 bars.
Change maximum spacing of vertical bars from 6" to 12"
13.5 - Hammer Head Pier - Type 2 (insert
sheets - none)
- Section P2 - Change shape of horizontal
tie bars. Add leg length for #4 bars. Change maximum spacing of
vertical bars from 6" to 12"
19.18 - 54W" Prestressed Girder
Details (insert sheets - g54w, mg54w)
- Remove #6 U-Shaped Bar from ends of
girder.
19.19 - 54W" Pretensioned Girder
Design Data (insert sheets - g54w, mg54w)
- Standard Arrangements To Raise Center Of
Gravity To Avoid Draping Of Strands - Move bottom, inner 2 strands
out. Provide more clearance for concrete to flow into that area.
19.20 - Pretensioned 54W" Girder Slab
& Superstructure Details (insert sheets - g54wdet, mg54wdet - not
affected)
- Expansion End - Add 6" min dimension
from F.F. of backwall to end of girder to provide enough clearance for
the stirrups @ the end of the girder.
- Expansion End - Add note to see standard
28.3 for details used with modular joint.
24.2 - Plate Girder Details (insert sheets
- none)
- Change all welded connection bar and
intermediate stiffener thicknesses from 3/8" minimum to ½"
minimum.
24.3 - Plate Girder Diaphragms And Cross
Frames (insert sheets -none)
- Change all welded connection bar and
intermediate stiffener thicknesses from 3/8" minimum to ½"
minimum.
24.6 - Rolled Girder Diaphragms (insert
sheets -none)
- Change all welded connection bar and
intermediate stiffener thicknesses from 3/8" minimum to ½"
minimum.
27.7 - Elastomeric Bearing For prestressed
Concrete Girders (insert sheets -brelaspg, mbrelaspg)
- End View: Show ½" stainless steel
beveled anchor plate thickness and ¾" chamfer at bottom of
prestressed girder correctly.
27.9 - Steel Bearings For Prestressed
Concrete Girders (insert sheets - none)
- Section B1 and Section B2: Show ½"
stainless steel/teflon plate thickness and ¾" chamfer at bottom of
prestressed girder correctly. Change plate dimensions accordingly.
Section B1 - Change 1/8" cl. Dimension to ½" cl.
28.3 - Modular Expansion Joint Details
(insert sheets - jtmoddetails)
- Show details and notes for modular
expansion joints used with 54W" prestressed girders.
30.4 - Tubular Railing type "H"
(Alum.) (insert sheets - railhalm, mrailhalm)
- General Notes: Add Note - Rails shall be
built straight and sprung into place for structures curved up to
3˚, for structures curved greater than 3˚, rails shall be
curved to fit.
- Rail closure cap detail: Add 4"
diameter dimension.
30.7 - Vertical Face Parapet "A"
(insert sheets - ppta)
- At Sidewalk Section C - Add 1'-2"
dimension from edge of slab to end of bar for development length of #4
horizontal bar in bottom of sidewalk.
30.10 - Parapet Footing (insert sheets -
lfdec - not affected)
- Designer Notes: Add Note - "All
parapet footing bars shall be epoxy coated".
30.15 - Ornamental Protective Screening
(insert sheets - none)
- Notes - Change 35 m.p.h. to 45 m.p.h.
30.16 - Tubular Steel Railing Type
"M" (insert sheets - railm)
- Legend - Item #1, change 1" x 1
¼" vertical slots to 1 1/8" x 1 ½" horizontal slots.
Item #2, change 1 3/8" diameter holes to 1 5/16" x 1 5/8"
slotted holes.30.20 - Sloped Face parapet "51F" (insert
sheets - not yet created)
New Standard
36.2 - Box Culvert Apron Details (insert
sheets - none)
- Section Thru Wingwalls - Show horizontal
and vertical temperature steel ( #4's @ 1'-6") in front face of
apron wingwalls. Show 2" clr. for vertical reinforcement in both
front & back faces.
- Show max wall height = 13'-0".
- Expand table showing "H" vs
"L" to cover "H values" of: 12' < "H"
< 14'.
36.5 - Precast Concrete Box Culvert Barrel
Details (insert sheets - none)
- Notes - Add note: The design of precast
box culverts with less than 2 feet of fill shall be as stated in ASTM
C1433.
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