Community Connection
A community's input and a design
challenge lead MoDOT to use precast over cast-in-place
concrete on a replacement bridge.
By
Bridget McCrea
Time is money on any job site,
where schedules must be met and all delays translate
into lost revenue. While rebuilding a St. Louis
bridge in 2003, the Missouri Department of Transportation
(MoDOT) learned firsthand how well precast concrete
can shave weeks off a production schedule while
at the same time helping to overcome significant
design challenges.
The project dates back to
2001 and involves the replacement of the Chambers
Road Bridge and a local community that wanted
to make sure the new bridge fit well with the
area’s surroundings. Built in the 1940s,
the bridge had outlived its life expectancy
and was the first of three area bridges to be
replaced by MoDOT. Because it was the first
of the three, the design process was both lengthy
and involved.
It also required the surrounding
community’s approval. That meant all bridge
elements - from the Mechanically Stabilized
Earth retaining walls to the individual precast
panels - had to have the look and feel of the
local area.
Incorporating
design
Bill Schnell, MoDOT’s north area engineer,
says the idea was to design a corridor that
was both functional and aesthetically pleasing.
“We consulted with a community advisory
group and came up with a way to blend the bridge
with the community and with the homes in the
area - many of which have limestone foundations,”
says Schnell. “Many of the structures
are from the 1800s, and we wanted to maintain
that look for the new bridge.”
To get there, MoDOT engineers
initially specified 16 architectural panels
to be cast in place against precast Mechanically
Stabilized Earth (MSE) retaining walls that
would be used to retain the bridge-approach
pavements. The architectural panels varied in
height and length, and had to extend approximately
3 to 5 feet above the bridge pavement parapet
wall.
But the design posed several
potential problems for the contractor. For starters,
four of the 16 panels measured approximately
10 feet wide by 35 feet long, which led the
contractor, Kozeny-Wagner, based in Arnold,
Mo., to question the feasibility of a cast-in-place
pour.
Also raising red flags was
the fact that the panels were to be cast on
top of cast-in-place spread footings and against
the faces of precast MSE retaining walls. The
face of the MSE panels had a 11/2 inch deep
cut limestone formed texture, and the largest
of the proposed architectural panels measured
10 feet wide, 12 inches thick and 35 feet in
length. But there was no provision for the possible
expansion and contraction of either the MSE
wall or the architectural panels.
After reviewing an engineered
precast alternate, the contractor, the MSE wall
supplier and MoDOT all agreed that precast architectural
panels would be the more viable option.
Schnell says the MSE panels,
provided by Champion Precast Inc. of Troy, Mo.,
were necessary because of the bridge’s
structure and because such elements can be surfaced
with a variety of textured architectural finishes,
allowing the walls to blend in naturally with
the environment or to match existing structures.
MSE retaining walls are used often in industrial,
highway and bridge applications and in other
settings.
“(Precast) MSE walls
are a much faster and less expensive way to
build a bridge, compared to cast-in-place concrete,”
says Schnell. “They also allowed us to
easily create the stone pattern to achieve the
architectural look we wanted.”
The
right solution
Brandy Broecklin, the resident engineer with
MoDOT who oversaw the bridge’s construction,
says the fact that the cast-in-place elements
were to be placed flush against the MSE walls
was a key design challenge. “The wall
designer would not allow the architectural element
to be flush against the MSE wall and its stone
finish,” Broecklin recalls. “There
would have been no bond-breaker between the
two surfaces and it would have sheared the retaining
wall, so we went with precast instead.”
And with that, McCann Concrete
Products in Dorsey, Ill., got involved with
the Chambers Road Bridge project. Mark Melvin,
company vice president, says his firm worked
closely with Kozeny-Wagner to design a precast
alternative that would allow the MSE walls to
move during freezing conditions or normal settlement
- something cast-in-place would not have allowed.
“The MSE wall producer was very much in
favor of our product,” says Melvin. “From
an engineering standpoint, they said they would
rather have a precast panel floating out there
on its own, rather than a cast-in-place option
that would have sat flush up against the walls.”
Melvin says McCann Concrete
Product’s design called for the precast
panels to be set on the same cast-in-place footings
that were planned for the field-poured panels.
The precast architectural panels would be anchored
to exposed reinforcing bars cast into the spread
footings. Using a custom designed loop and pin
system, they would be anchored into the back
of the cast-in-place bridge parapet.
“This design not only
allowed for the possible expansion and contraction
of both the MSE wall and the architectural panels,”
Melvin says, “but it also eliminated the
difficult task of casting the large architectural
panels against the MSE wall’s texture.”
The contractor - who no longer had to worry
about handling a 35-foot pour - the MSE wall
supplier and the design engineer were all pleased
that precast could be used in this application.
“It really wasn’t
feasible to move the cast-in-place away from
the wall,” concurs Forrest Bubolz, senior
project manager with Kozeny-Wagner. “So
while the project specified cast-in-place, precast
was really the most efficient way to approach
it.” Besides, says Bubolz, precast was
also the most aesthetic choice. “With
precast, we could better control the consistency
in the appearance of the elements, and the patterns
and coloring,” he explains. “The
elements had to be stained after the fact, and
we didn’t have to worry about the honeycombs
or discolorations that occur in a cast-in-place
pour. All of the streaking and honeycombing
was taken out of the mix, thanks to the precast.”
Additionally, Melvin says
the panels required two different architectural
designs: a vertical ribbed liner that varied
with the height of the panels, and a series
of picture frames (shadow boxes) inset into
one another, which varied with the height and
length of the panels. “This factor was
yet another reason the contractor chose precast
panels over cast-in-place panels,” Melvin
says. Once on the job site, he says setting
and anchoring the 16 panels (which totaled 155
cubic yards of precast concrete) in place took
a total of three days.
“The contractor originally
estimated that the cast-in-place design would
require 40 working days to complete,”
says Melvin. Not having to worry about form
blowouts at the base of a 35-foot pour or shifts
in the liners during concrete placement also
saved MoDOT and the contractor headaches. The
precaster handled the PE-stamped shop drawings,
form manufacture, architectural liner layout,
anchoring design and delivery, while the contractor
took care of unloading, setting and anchoring
the panels in place.
Putting
it together
Once on the job site, Bubolz says “consistency
of every panel” was excellent, just as
he expected. In other words, no honeycombs,
no streaking and no unsightly blemishes to throw
off the bridge’s architectural feel. “They
showed up on the job site ready to go, and everyone
commented on how they exceeded expectations,”
says Bubolz, who estimates that using precast
also saved about $16,000 in total project costs
for MoDOT. “We passed that right along
to the state.”
According to Melvin, the final
product - once in place - was met with enthusiastic
response from MoDOT and the contractor. “It
took a lot of pressure off them, and let them
concentrate on pouring the bridge instead of
the panels,” says Melvin.
Perhaps most importantly,
the use of precast meant a finished product
was delivered to the job site, ready for installation.
“The panels required no patching other
than the lifting insert locations,” he
says, adding that MoDOT saved a combination
of time, money and hassle by making the switch
to precast instead of cast-in-place. “In
the end, they were completely satisfied with
the aesthetics and quality of the precast panels.”
To find a manufacturer
of this product in your area or for more information,
visit NPCA’s Web site at www.precast.org
or call toll free (800) 366-7731.
Project
Profile:
Project:
Chambers Road
Bridge
Owner:
Missouri Department of Transportation
Engineers:
Brandy Broecklin (MoDOT) and John Schnell (MoDOT)
Contractor/Installer:
Kozeny-Wagner, Arnold, Mo.
Precast
Manufacturers:
McCann Concrete Products, Dorsey, Ill. (precast
panels), and Champion Precast Inc., Troy, Mo.
(MSE retaining wall panels)