Table 6
Details of repairs
Structure
Repair 1
Repair 2
Repair 3
Re-Build
Comments
2.0 man-hrs after
2.0 man-hrs after
low water, high
high water, high
waves dynamic
waves dynamic
44.0 man-hrs
after overtopping
Small front-end
tests.
tests.
test. Rebuilt
loader used to
Repositioned
Repositioned
carry sandbags
sandbags, added
sandbags, added
failed portion of
Sandbags
n/a
levee.
for repairs.
new sandbags.
new sandbags.
0.25 man-hrs;
prior to
1.6 man-hrs; prior
Repairs used
overtopping test.
to high water
cable ties to
Added sandbags
dynamic tests.
attach fabric
Added cover to
adjacent to wing
cover,
HESCO Bastion
walls
Concertainer
units.
n/a
n/a
sandbags.
0.7 man-hrs;
prior to high
water dynamic
tests. Added
Repairs used
sand along
small front-end
1.9 man-hrs; prior
2.0 man-hrs; prior
structure crest;
loader,
to 95%
to overtopping
hydrostatic test.
added reinforcing
test. Added sand
shovels,
strips to joints
buckets, and
Added sand to
along structure
between units.
vacuum device
RDFW
top of structure.
n/a
crest.
0.5 man-hrs after
first hydrostatic
1.5 man-hrs prior
UGL Drylock
test. Removed
to overtopping.
Fast PlugTM
air bubbles under
Improved seal to
added to apron
apron.
Portadam
wing walls.
n/a
n/a
at wing walls
Previous Page
