FREQUENTLY ASKED QUESTIONS
Why use
an Exodermic™ deck?
An Exodermic™ deck typically weighs
35% to 50% less than a reinforced concrete deck that would be
specified for the same span. Reducing the deadload on a structure
can often mean increasing the liveload rating. The efficient use
of materials in an Exodermic™ deck means the deck can be much lighter
without sacrificing strength, stiffness, ride quality, or expected
life.
Precast Exodermic™ decks can be
erected during a short, nighttime work window, allowing a bridge
to be kept fully open to traffic during the busy daytime hours.
Cast-in-place Exodermic™ decks also permit considerable savings
in construction time – the steel grid panels come to the
site essentially ready for concrete. The steel grid component
of an Exodermic™ deck acts as a pre-cut, pre-formed, stay-in-place
form. Panels are quickly placed, and layout of the single mat
of rebar is simple and straightforward, without the need for chairs
or other aids in most cases. Cantilevered decks can be formed
without temporary supports.
An Exodermic™ deck is easily maintained
with standard materials and techniques, since the top portion
of an Exodermic™ deck is essentially the same as the top half of
a standard reinforced concrete deck. If desired, any overlay compatible
with concrete can be used, including latex modified concrete,
polymer concrete, microsilica concrete, or a membrane with asphaltic
concrete overlay.
What loads can Exodermic™ decks
be designed for?
Most projects have been designed
for HS-20 or HS-25 loading. Other loading can be analyzed as needed.
What Specifications cover Exodermic™
design?
The Exodermic™ design is specifically
covered in Section 9.8.2.4 of the LRFD code as “Unfilled
Grid Deck Composite with Reinforced Concrete Slab”. Significant
changes to this and related sections, and to LRFD coverage of
fully and partially filled steel grid decks, were approved at
the main AASHTO Bridge Subcommittee meeting in May, 2002 in Atlantic
City. Exodermic™ design has traditionally been done with conservative
provisions of the Standard Specification. See Design
section.
What spans can the Exodermic™
design handle?
With standard grid and rebar
layouts, up to 18 feet. With deeper
main grid bars and heavier reinforcing, longer spans are possible.
Please contact D. S. Brown for assistance.
What are the range of deck
thicknesses available?
Total deck thickness can range
from approximately 6.5” to over 9.5” (165 mm to 240
mm) with standard designs, depending on girder spacing and desired
concrete cover over rebar. Custom, deeper sections may be required
for longer spans.
What is the typical depth of
the concrete?
The concrete component of an Exodermic™
deck is typically 4” to 4.5” (102 mm to 114 mm) thick,
with top cover of 2” to 2.5”. Less concrete has been
specified for sidewalk applications, and where a separate overlay
is to be placed.
Are overlays used with Exodermic™
decks?
The top portion of an Exodermic™
deck is essentially the top half of a standard reinforced concrete
slab, and is therefore compatible with any overlay types used
with concrete bridge decks.
Overlays are recommended for use
on precast Exodermic™ decks, but are not essential. For precast
decks, an overlay helps to protect the field-placed closure pours
and cold joints from water intrusion and freeze/thaw damage.
Overlays are rarely used on cast-in-place
Exodermic™ deck applications, as weight is generally a concern
when Exodermic™ decks are chosen.
What overlays can be used with
Exodermic™ decks?
Since the top portion of an Exodermic™
deck is essentially the top half of a standard reinforced concrete
deck, overlays can be whatever would normally be used for a concrete
deck.
Overlays used on Exodermic™ decks
to date include: membrane and asphaltic concrete; latex modified
concrete (1" to 1.5" overlays); microsilica overlays;
polymer overlays such as PolyCarb's Flexogrid (3/8” (9.5
mm) used on the Tappan Zee Bridge).
Weight of deck, without overlay, in
psf?
50 to 75 psf
Reason for using cast-in-place
vs. precast?
A cast-in-place Exodermic™ design
eliminates cold joints. On smaller projects, cast-in-place projects
will generally be less expensive because no precast form work
has to be fabricated (for the edges of the panels and for the
blockouts over stringers).
This generally reverses on larger
projects, particularly ones where the bridge is located in a high
labor cost area. Since the grid portion of an Exodermic™ deck takes
the place of form work in the field, cast-in-place construction
is fairly fast, though not as fast as with precast Exodermic™ panels,
of course, where the work can be done overnight if needed.
Can lightweight concrete be
used?
Lightweight concrete helps to reduce
deck weight even further. With the Exodermic™ design, this can
result in deck weights of 50 psf or even less in some cases.
What mix designs are recommended
for use with light weight concrete?
Because some light weight aggregates
are more porous than standard aggregates (this is very dependent
on the specific material available), we recommend using a high
performance concrete such as one that uses silica fume (microsilica)
and fly ash as specified by NYSDOT, or ground granulated blast
furnace slag, as specified by Florida DOT.
What are some examples of projects
that have used Exodermic™ decks with a light weight concrete component?
Florida has used lightweight concrete
on two large bascule bridge projects with Exodermic™ decks, and
has had excellent results (17th
Street Causeway Bridge in Ft.
Lauderdale and the bridge
at Hallandale Beach).
Another large bascule bridge with
an Exodermic™ deck with lightweight concrete is under construction
in West Palm Beach, and two other similar projects are in design.
In New York, the Route 378 (“Troy-Menands”)
Bridge over the Hudson River near Albany, the 4th Street Bridge
in Waterford, NY, and two bridges over the Mohawk River/Barge
Canal have used a light weight high performance concrete.
What is the in-place cost of
a typical Exodermic™ deck?
Each project will be different.
There are many factors: project size; project location; union
versus non-union labor; precast versus cast-in-place; distance
between supports; HS-20 versus HS-25; etc.
We can provide you with representative
project cost information for a range of different types of projects.
Except in a few areas such as New York City, or where there are
unusually difficult restraints on how the work gets done (i.e.
very short work windows), a rough estimate of cost would be in
the mid $30’s per square foot, including steel grid, concrete
reinforcing steel, and erection.