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Flight status
Alexandria airport terminal
tops list of aviation projects
By Sam Barnes
Structural steel will soon begin shaping Louisiana's largest
aviation project, a new $23.9 million, 75,000-sq.-ft. passenger
terminal at Alexandria International Airport.
The terminal is also the state's only grassroots airport
project, with other projects aimed primarily at runway maintenance.
Airport manager Scott Gammel said the three-level terminal
is the second phase of a four-phase, $33 million initiative
that kicked off in 2002 with construction of a terminal access
road. Future phases will include parking and aircraft apron
construction, which should all be completed by fourth quarter
2005.
England Air Force Base, shuttered in 1992, previously operated
the airport.
Jobsite superintendent Danny "Radar" Wiley of
general contractor Ratcliff Construction Co. Inc., the project's
general contractor, said the terminal's June groundbreaking
was followed by "a month of rain," but six-day work
weeks have made up for lost time.
Demolition of existing structures at the old air base had
been performed long before Alexandria-based Ratcliff began
the project.
"We had to relocate some existing utilities and perform
some capping of water and gas lines, then haul in about 20,000
cu. yds. of dirt for the building pad," Wiley said.
Boh Bros. Construction LLC of New Orleans drove about 1,100,
45-ft.-long wood piles as support for the new building, followed
by pile caps, grade beams and the first-floor slab.
In December, Ranger Erectors of Monroe will begin the erection
of more than 1,200 tons of steel supplied by Steel Fabricators
of Monroe.
"After the steel is up, we'll begin exterior walls
and masonry, then move inside," Wiley said.
The terminal building's centerpiece will be an air traffic
control tower that will extend vertically from the middle
of the building.
"The control tower will eventually reach about 137 ft.
tall from the bottom floor slab to the top of the structure,"
said project manager Ed Bell.
Bell said the terminal's 53,200-sq.-ft. first level will
include ticketing, baggage return and car rental counters
and the 34,600-sq.-ft. second level will have four passenger
loading gates, restrooms and administrative offices.
"Design-wise, the first level is the most interesting,"
Bell added. "Half of the level is enclosed, while the
other half is exposed to the elements. That's where they'll
have the luggage conveyor system for loading and unloading
baggage." A mechanical room will also be located on the
first level.
The second level will have jet ways that will assist with
the loading and unloading of passengers at the four gates.
"The third level will be significantly smaller than
the lower levels, at 7,700 sq. ft.," Bell said. "It
will essentially be used as an observation deck."
Four elevator shafts will be also be constructed, although
only three will have elevators installed as part of the current
project. URS Corp. of Baton Rouge designed the terminal.
Terminal/cargo apron improvements,
Lafayette Regional Airport. Bigger jets will find the
Lafayette Regional Airport more functional now that the realignment
of an existing taxiway and "beefing up" of a cargo
apron are complete.
H&S Construction Co. of Lafayette finished the two projects,
totaling about $8 million, in September.
Shannon Elliott, vice president of H&S, said half of
the 3,500-ft.-long taxiway was moved about 200 ft. farther
away from existing hangers and facilities.
"The larger jets needed to have proper clearance from
existing buildings," Elliott said. The remaining half
of the taxiway received a 6-in. layer of asphalt on top of
existing pavement.
The relocated section required "major excavation and
subsurface drainage installation," he added.
About 24,000 tons of asphalt were needed for the refurbished,
realigned taxiway, all produced by H&S's asphalt plant
adjacent to the airport.
"We placed about 12 in. of soil cement for the realigned
section, then followed with 13 in. of asphalt," Elliott
said. "The FAA mix has smaller aggregate and more liquid
asphalt, which gives it higher strength than roadway pavement."
Now complete, the realigned taxiway will reduce taxiway time
for commercial airlines traveling to and from the terminal.
At the cargo apron site, an H&S crew removed existing
asphalt pavement and came back with 6 in. of cement-treated
base and 12 in. of 800-psi flexural strength concrete. About
30,000 sq. yds. of concrete were necessary for the beefed-up
apron.
Achieving the strong mix design has been difficult, Elliott
said.
"We had to have the aggregates just right," he
added. "There's also a lot of cement in the mix, and
when you have something with high cement content it creates
heat. That means work time is a lot shorter because it cures
faster."
The airport hopes the high flexural strength will support
heavier jet traffic.
"It should allow carriers to bring in heavier cargo
aircraft, as well as load and offload cargo that would have
previously been impossible," Elliott said.
Other work required the replacement of existing concrete
drainage pipe to improve drainage.
Baton Rouge Metro Airport runway
reconstruction. Head Inc. of Columbus, Ohio, recently
completed the $5.8 million reconstruction of one of Baton
Rouge Metro Airport's two main runways.
Runway 4L/22R was completely demolished down to the base,
then reconstructed with 15 in. of new concrete pavement. The
project was completed in early October.
Joe Levraea, program manager with project engineer URS Corp.
of Baton Rouge, said James Construction Group reconstructed
half of the 8,000-ft.-long runway earlier in the year.
"Head Inc. had the northern half, which will be followed
by the installation of new runway lights (by E. P. Breaux
Electrical of New Iberia) before being re-opened in January,"
Levraea said.
The old runway "had realized its useful life of about
20 years," he added. "It was starting to become
a maintenance issue. The new pavement will essentially use
the same design."
The first step for the Head crew was to demolish the existing
pavement with a guillotine breaker, then haul the demolished
concrete offsite.
"They removed the base only where there was a failure,"
Levraea said. "Otherwise, they just patched it."
A new cement-treated base was followed with about 66,600
sq. yds. of 650-psi flexural strength concrete.
Another 8,000 sq. yds. of concrete was placed in a 12- to
14-in. layer for turnarounds connecting to the runway. None
of the concrete is reinforced.
"The runway, which measures about 150 ft. wide, will
have a 20-year life expectancy just like its predecessor,"
Levraea said.
Other work. Head Inc. has another Louisiana project at the
Naval Air Station in New Orleans, where it is building a 2,000-ft.-long
concrete and asphalt extension to a primary runway.
The $13.1 million project also requires a concrete and asphalt
extension to an adjacent taxiway, new runway/taxiway lighting,
drainage installation and soil stabilization.
The project will be completed by the end of the year.
Useful Source:
For more information about the new Alexandria International
Airport, go to: http://www.englandairpark.org/
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