to enforce weight limits
on Milton-Madison Bridge
of 80-year-old piers
may determine decision on whether
to build new or use existing pillars
"If we didnt feel the bridge was safe,
we would close it down." Andrea Clifford,
Public Information Officer for Ky. Transportation Cabinet
2009 Indiana & Kentucky Edition Cover
(April 2009) A longstanding, vital Ohio River
crossing for interstate commerce between Indiana and Kentucky is about
to be shut down for an indeterminable time. Thats because the
Milton-Madison Bridge is deteriorating at a faster rate than officials
anticipated, according to a December 2008 biennial inspection.
As a result, a 15-ton weight limit that will ban loaded semis and other
heavy vehicles from the 80-year-old bridge will go into effect in early
April. Kentucky Transportation Cabinet officials call the weight limit
a precautionary measure until repairs can be made to the damaged parts.
They plan to post signs to warn truckers of the new weight limit and
task highway enforcement officers to monitor the restrictions.
Vehicles weighing more than 15 tons must take an alternate route to
cross the Ohio River. The nearest Ohio River bridges are 46 miles downstream
in Louisville, Ky., and 26 miles upstream at Markland Dam above Vevay,
Although the permanency of the weight restriction wont be known
until repairs and an in-depth inspection have been made, the issue has
again raised questions about the urgency of replacing the functionally
obsolete and structurally deficient bridge.
If we didnt feel the bridge was safe, we would close it
down, said Andrea Clifford, Public Information Officer for District
Five of the Kentucky Transportation Cabinet. We saw more rapid
deterioration than seen in the last fracture critical report done in
2006. We implemented the weight restriction because we want to prevent
the problems from deteriorating further.
At issue is deterioration on a gusset plate on the Indiana
side of the main truss, several vertical posts in the deck trusses and
two splice plates on the lower chord of the small truss, said Clifford.
After the repairs are finished by the end of the summer, the bridge
will be inspected like a fine tooth comb, said David Steele
of the Kentucky Transportation Cabinet. Well decide after
that whether to lift the (weight limit) restriction.
Corey Murphy, executive director of Madisons Economic Development
Partners, said as long as the weight limit is temporary, there will
be ways for businesses to work around the issue. If it becomes
permanent, that will be another challenge. Looking at the positive side
of this, we are going to use this opportunity to keep pushing forward
in clear, concise agreement for a new bridge. Time is of the essence.
the load on the bridge
Several area trucking companies also hope the weight restrictions
are not permanent. At Madison Tool and Die, owner Gary Sparks said the
new weight limit is pushing us on extra mileage and time.
He wasnt sure if his company would be able to pass those costs
onto his customers. More than 30 percent of our business will
be affected, he said.
In Milton, Indiana-Kentucky Trucking Inc. runs more than 60 trucks a
day across the bridge. Owner Robert Parker said the effects of the limit
depend on how long it is in place. He said the 1997 rehabilitation was
tough on his company, a building materials trucking firm that has been
in business since 1978.
We couldnt come across the bridge loaded or unloaded because
of width restrictions, he said. This time at least it sounds
like we will be able to cross unloaded. His semi-trucks weigh
24,000 pounds when empty.
He worried about competition setting in because of the
extra charges that will be tacked on for the extra mileage his drivers
will be forced to go. This is going to affect all of us, from
the cost of steeper groceries to people building homes, he said.
Clifford said the $200,000 needed for the bridge repairs will come from
a bridge maintenance fund, and Indiana and Kentucky will equally share
the cost. She said this setback doesnt impact the Milton-Madison
Bridge Project, a three-year, $5 million engineering study for a bridge
replacement led by Wilbur Smith Associates of Lexington, Ky. Both
transportation departments are committed to solving the problems in
an expeditious manner.
Already, the project has worked to develop a purpose and needs statement,
part of the necessary federal requirements that will help screen and
narrow the options for the project.
There are currently four options for the project that all have to be
Do Nothing Option: This would eventually result in the
total closure of the bridge for vehicle traffic by 2025.
Rehabilitation Option: This would slow the rate of deterioration
but could result in full closures totaling 12-18 months.
Superstructure Re-placement: This would use existing piers
and widen them for a wider superstructure. It would be more cost-effective
and possibly faster than a new bridge on a new location, but would result
in a nine-month closure, officials said. The superstructure replacement
would depend on whether tests on the existing piers determined this
option is a possibility. The superstructure consists of that portion
of the bridge above the bearings, including the deck, handrail, curbs,
floor system and structural members.
New bridge on a new location: Several new locations
have been identified, and a screening process will narrow those options.
We are trying to move as quickly as possible. We
have a sick bridge, although Ive seen much worse, said John
Carr, a Wilbur Smith Associate who serves as the project manager.
We bought some time with the 1997 rehabilitation, but if we have
to do another one, we may not be able to keep the bridge open at all
during it. Another rehabilitation project would slow everything
down and could actually keep the bridge closed longer than a superstructure
replacement, he said.
There would be advantages and disadvantages for a superstructure replacement.
The cost would be far less than that of a new bridge, and there would
be considerable time savings.
If we choose to put a new superstructure on top of the existing
piers, we could possible have that done within three years, but it would
mean a bridge closure for up to nine months, said Carr. In
todays environment, we need to carefully work to make money stretch.
Already, geotechnical crews from the Kentucky Trans-portation
Cabinet have worked to obtain pier core samples from the bridge. Engineers
will test the viability of the existing piers, which could be used during
a replacement of the superstructure, an alternative being considered
for the Milton-Madison Bridge Project. Results are expected in the spring
of this year.
Bart Asher, a civil engineer in the Kentucky Transportation Cabinets
Division of Structural Design-Geotechnical Branch, said that the re-use
of foundations from one bridge to the next has been a fairly common
Although many people believe that state government transportation
departments have deep pockets, we are also struggling to do more with
less funding, just like everyone else, he said. Revitalization
or reuse of all or part of an existing structure is an important tool.
He said one thing people need to keep in mind is that
historically, a good mixture of concrete actually gains strength over
time. The normal compressive strength used in normal current designs
is 3,500 pounds per square inch. Preliminary results indicate that the
concrete samples taken from the Milton-Madison Bridge range from 6,000
to 13,000 pounds per square inch, which is very encouraging for the
reuse of the piers.
The level of testing for evaluation of the re-use of a substructure
will vary depending on the structure, he said. Sometimes
visual inspections and review of existing plans is all that is needed.
In the case of the Madison-Milton Bridge, visual inspections are just
a part of the inspection. A major river bridge is defined as being more
than 500 feet in length, according to Carr. The current Milton-Madison
bridge has a span more than 600 feet.
by Don Ward
Pickerrell of Elizabethtown, Ky.,
guides the drill machine
into the ground on
the Milton, Ky., side
of the Milton-Madison
Bridge. He is one of
core samples in early
March that will be
tested in Frankfort, Ky.,
to determine the condition
of the concrete piers.
Asher said that in the visual evaluation, numerous inspections
of the visible portions of the piers have been undertaken by experienced
engineers and technicians. These inspections can tell officials a great
deal about a structure. Some of the recent issues with the truss
that resulted in the weight limits were discovered in part from visual
inspections, he said.
As part of those visual inspections, there were several methods used,
including impulse response, impulse radar, corrosion rate testing and
hammer soundings, which are basically tapping the concrete with a hammer
to evaluate its competence.
Also on the Milton-Madison Bridge, there was several other tests including
drilling. Asher said the drilling of the pier concrete from the top
of the pier and 50 feet into the bedrock was an important test because
it allowed engineers to examine the competency of the concrete from
the top of the pier all the way down.
As you know, this bridge is 80 years old, he said. Construction
procedures were different in that era There were questions that
needed to be answered as to how the concrete was placed, its homogeneity,
or makeup, and in general the quality control that was used in its placement.
The drilling answered many of the questions, he said.
to the bottom
The piers rest on bedrock. Retrieval of the bedrock cores
will allow the engineers to test the suitability of the bedrock under
the piers for the capability of supporting additional loads.
Many other tests are conducted on the samples (see graphic, page 22).
Asher said those tests are conducted so engineers and officials can
make an informed decision about whether the piers can be
reused. One of the firms involved in the project, Construction Technology
Laboratories of Skokie, Ill., will take the results and calculate the
anticipated remaining service life of the piers, he said.
During the testing of the piers, Asher said numerous problems were encountered
but none that were not resolved. One included extremely cold weather
during drilling, which caused extensive problems with sample retrieval.
Asher hangs from under the
deck of the Milton-Madison Bridge
during testing in February.
Another was the potential impact of extended drilling
on the Peregrine falcons who live on the bridge. The Kentucky Department
of Fish and Wildlife Resources helped resolve that issue.
Asher said the concrete was extremely hard and difficult to drill, and
several drill bits had to be tried in order to get through the piers.
This is a good thing, though, he said. They also hit numerous
pieces of steel in the pier that slowed drilling production.
During a superstructure replacement for a bridge, the piers would be
widened and new caps would be added. Carr said the bridge would be open
for traffic while that work is being completed.
Then the old steel of the bridge would be lifted off and dismantled,
and the new trusses and steel would be put back on using a crane.
core samples of
bedrock are tested in the lab.
A superstructure replacement would affect the design,
said Carr. Only arches and trusses could be considered. During a February
public meeting in which audience members were polled about their design
preferences, cable stay bridges were among the most popular.
We could even build a truss that would be wider but that would
replicate the existing bridge, said Carr.
Aaron Stover, a civil engineer at Michael Baker Corp., another firm
working in collaboration on the bridge project, said the idea of replacing
the superstructure of a bridge on existing piers is not new to Ohio
Two projects, the Sewickley Bridge, just outside of Pittsburgh, and
the Williamstown Bridge over the Ohio River between Williamstown W.Va.,
and Marietta, Ohio, have already been completed.
Our company is currently involved with several projects in Connecticut
and Pennsylvania, where the superstructure is being replaced,
he said. We have also completed similar project in Pennsylvania
and Ohio within the last five years.
Stover noted that the Sewickley Bridge and the Williamstown Bridge piers
were 70 and 90 years old, respectively, when their superstructures were
replaced. Both bridges are still in service today.
drill bit used to cut
throught the tough bedrock.
Asher said his agency recently did an intensive investigation
on a stone masonry abutment, or bridge end foundation, which was built
in the pre-Civil War era. The re-use of that structure is still in question.
We have re-used numerous foundations of stacked stone, he
In Wolfe County, Ky., a bridge is being constructed on a tall concrete
pier that is about 50 years old.
Only one of two piers on that bridge was re-usable.
The Roebling Bridge across the Ohio River between Cincinnati and Covington,
Ky., was constructed in 1866 and is still in use today. The pier towers
are original on that suspension bridge.
Carr said officials on the project are well aware of the financial
burdens and hardships the communities.
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