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Chicago Shoreline Damage Reduction, Reach
4
Development Team
GENERAL CONTRACTOR: Rausch
Construction Co. Inc., Broadview, Ill.
UNDERWATER DIVING SERVICE: Lindhal
Marine, Romeoville, Ill.
MICRO PILE PINS: TCDI, Lincolnshire,
Ill.
STONE CRUSHING: Vulcan Materials,
Elk Grove Village, Ill.
The Chicago Shoreline Damage Reduction project
is aimed at rebuilding the protective walls that shield much
of the city's shoreline from erosion.
Broadview, Ill.-based Rausch Construction Co.
Inc., the general contractor for Reach 4, 33rd to 37th streets,
began the project with demolition of the existing shoreline
cap stones followed by reconstruction of 2,050 lin. ft. of
sheet-pile sea wall. More than 32,600 lin. ft. of battered
H-pile bracing system was installed to withstand wave pressure
and prevent damage.
The project used more than 4.3 million lbs.
of steel piling. More than 75,000 tons of fill stone was placed
behind the sheet piling.
Construction of the concrete wall, sometimes
referred to as a revetment, followed. It comprised more than
12,000 cu. yds. of concrete and 600 tons of reinforcing steel.
About 35,000 tons of underwater rubble was placed, using material
barged from Manitowoc, Wis.
Working Near Shore
The large quantity of material to be transported to the site
posed a logistical problem. Nearly 7,000 semi-truck loads
of material and 35 barges of stone were needed. If these trucks
lined up bumper to bumper, they would span 92 mi., the distance
from Chicago to Milwaukee.
In addition, the area surrounding the shoreline is heavily
used for recreation. No major highways go into the park, but
merely narrow roads and parking lots not suitable for trucks.
The solution was the careful scheduling and coordination
of deliveries so that truck and barge downtime was minimized.
Roads and parking were reconstructed for the safe and quick
passage of trucks.
Another challenge was that the project took place during
two harsh winters, resulting in dangerously cold weather,
a snow- and ice-covered site and frozen equipment.
Defrosting equipment with propane heaters and using tents
maintained the schedule. Storage away from the lake aided
in freeze and ice prevention.
Another challenge was that strong waves posed a constant
threat. In fact, 150 ft. of sheet-pile wall was destroyed
in November 2000. Waves also washed out newly poured concrete.
Concrete pouring was planned around the weather and to eliminate
wash out. Sheet pile wall was braced immediately to withstand
the wave pressure.
Unlike other segments, Reach 4 was on several curves. Creation
of a perfect curve is impossible due to the limitation of
straight sheet piling.
This limitation was overcome by constructing a series of
chords to the arc that was then fastened together to create
a curve. The use of many small sections of straight sheet
piling enabled a wall that fit closely to the curves.
The jury said, "A very tough project, very deserving
of an award."
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