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METROLINK, FACILITIES 1

PROJECT TYPE: Gabion Retaining Wall
CLIENT: Boyd Contracting
APPROX VALUE:   $130,000
DURATION: May 2005 - July 2005
SIZE:  

PROJECT SUMMARY: 
Due to a design change a previously built 30 foot retaining wall needed to have its height supplemented by another 20 feet near the DeBaliviere Station
.

PROJECT SOLUTION:
The key to solving this problem was an old-school gabion wall, or essentially metal baskets filled with rock.  The wall was relatively easy to construct and would go up quickly. However, building on top of the existing CIP (cast in place) wall presented unique design and construction challenges.

SPECIAL CONSIDERATIONS:
Because the CIP wall had already been built and its load bearing capacity factored into its construction, this new 20 foot wall with a large footprint had to be light weight and use light weight backfill.  A special material called "popcorn rock" was hauled in from Kansas City specifically for the project.  Popcorn rock is much like volcanic rock but is a cellular fly ash filled with many hollow air pockets.  This makes the rock light weight enough for many applications and in this case allowed weight from the wall backfill to be distributed over a greater footprint.

PROJECT RECORD:

The supplemental wall built of gabion baskets was built on top of the existing CIP wall.
 
Looking down on the existing Metrolink line.  This view is from above the CIP wall.
 
Ideal workers inspect the footing where the gabion baskets will eventually be placed.
Ideal workers filling the gabion baskets will eventually be placed.
Ideal crew members work to check the gabion baskets A close-up view of a load of backfill being delivered to the site.
 
A view between the supplemental gabion baskets and the new CIP under construction behind it.
 
This temporary shoring will be buried in place.
A view showing how much wider the gabion wall had to be in order to disperse the load over a greater area. 
A view of the half-completed wall extension prior to completion of the CIP wall behind it.
 


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