Suburban Canal
Improvements
Contractor: Shavers-Whittle Construction Inc., Mandeville
Location: New Orleans
Cost: $5.8 million
Project manager: Chris Rayer
Jobsite superintendent: Rodney Dufrene
Engineer: NY Associates Inc., Metairie
The purpose of this project was to enlarge and concrete-line
the section of Suburban Canal crossing under I-10 in Metairie.
The length of the section to be improved was approximately
450 ft.
Traditionally, this type of project would be accomplished
by bypassing or rerouting traffic lanes, allowing for the
installation of a sheeted cofferdam. The canal could then
be de-watered and all work completed in the dry. This method
was not available for this project, with the requirement that
traffic not be impacted on I-10 at any time.
The result was a design that required us to excavate the
project in the wet and install 1,280 helical anchors capped
with a concrete panel to stabilize the canal bottom prior
to dewatering. Once all the anchor panels were in place and
load tested, the canal could be drained and a concrete channel
lining placed. All of this had to be accomplished while working
under four low bridges for the most part from water.
The project called for exacting tolerances. It was imperative
that the canal be excavated to the proper grade and panels
placed as specified in order to assure the stability of the
canal slopes and bottom when de-watered. A testing program
for the anchors was implemented to ensure that each anchor
rod was in fact functioning as designed.
Several factors had to be overcome in order to progress in
a successful manner. First, Shavers-Whittle had to resolve
how to remove more than 4,000 cu. yds. of excavated material
from under and between the bridges. They solved this by using
sectional barges with a platform built to support an excavator
placed between two barges.
The second challenge was to install anchors within inches
of a prescribed location in several feet of water from a barge.
This was performed the old fashioned way by placing points
on the canal banks and using a tape measure. Placing of the
concrete panels followed closely behind with the assistance
of divers, who guided the panels over the anchors, aligned
them with adjacent panels and secured the panels with plate
washers and nuts.
|