o6
CHAPTER Ii, SECTION 3
STATIONS:
PURPOSE:
SITES:
114.01 thru .11, 114.15
thru .19, 114.22 thru .31,
114.39 thru .40
Pressure versus Time on
Surface
Sally, Sugar, Roger, Peter,
Oboe, Uncle, Yvonne and
Man-MadeIsland
USER:
DOD-1
PARTICIPATION: 2, 22, 24 and 18
These User-furnished and installed stations
were identical to Station 112.01. The Contractor
provided survey reference stakes.
STATIONS:
PURPOSE:
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Figure 2-45.
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Station 113.02
crete bases keyed into the coral. The pipes were
used to mount User-furnished and installed
gages. Locations varied from the ocean reef to
each of the three man-made islands. Heavy
foundations were required due to the stations
being nonexpendable with the Cherokee event
in which they participated. The reef elevation
at Stations 113.01 and .03 was approximatel
0-0. Foundation forms were prefabricated with
rebars and embedded items in place; concrete
pours were accomplished at low tide.
SITES:
115.01 thru 115.27
Pressure versus Time and
Velocity versus Time at
3’-0”
Sally, Sugar, Roger, Peter,
Uncle, Pearl and Yvonne
USER:
DOD-1
PARTICIPATION: 2, 22, 4 and 24
These stations were pipe columns placed 3”
above the ground for supporting gages utilized
in recording pressure and velocity versus time.
All equipment was User-furnished and installed.
The Contractor set a survey reference stake at
each station.
STATIONS:
PURPOSE:
115.28 thru 115.30
Velocity versus Time at
100”
SITE:
Man-MadeIsland
USER:
DOD-1
PARTICIPATION: 18
These stations were pipe columns extending
10 above the ground level for supporting gages
used in recording velocity versus time. All equipment was User-furnished and installed. The
Contractor set a survey reference stake at each
station.
STATIONS:
PURPOSE:
SITE:
USER:
116.02 thru 116.05
Pressure versus Time on
Surface
Pearl
DOD-1
PARTICIPATION: 4
CONSTRUCTION: 2-13-56/4-12-56
These stations required 18” x 18” x 24”
Figure 2-46.
Station 113.04
deep concrete foundations buried flush with the
ground. The pressure gage was connected to an
insert sleeve and signal cable was installed in
each gage mount and run back to recording
Station 118.01. A 12’-diameter area was stabilized around each station. Less than .25 cubic
yards of concrete were placed in each of the four
stations.
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