CHAPTER Il, SECTION 3
STATION:
76
STATION:
77.02
SITE:
George
SITE:
Janet
USER:
EG&G
USER:
EG&G
PURPOSE:
Timing Station
PURPOSE:
Timing and Telephone Station
PARTICIPATION: Event 42 and ail UCRL
Bikini Events, Except 11,
12, 13
PARTICIPATION: 10, 21, 25, 27, 28, 30,
DESIGN PSI:
DESIGN PSI:
and 37
3.6 psi
CONSTRUCTION: 11-23-57/5-8-58
CONSTRUCTION: 12-24-57/5-16-58
This station was a reinforced concrete
The station was an existing concrete struc-
ture, 8x12x8-foot-high, rehabilitated to the REDWING condition.
STATION:
77.01
SITE:
Yvonne
USER:
EG&G
PURPOSE:
Timing Station
structure, 18x24x11-foot-high, consisting of two
rooms, each with a separate entry through steel
blast doors. The front wall was 2 feet thick,
and the roof and floor were 1 foot, 6 inches
thick. The remaining walls were 1 foot thick.
Two 19-foot-long tapered concrete wing walls
were located at the rear corners of the structure.
They were 10 inches thick, supported laterally
by concrete counterforts at 6 foot on centers,
and extended diagonally out from the building.
PARTICIPATION: All Eniwetok Events, Except 2, 16 and 42
DESIGN PSI:
40 psi
An earth-fill two feet deep, was placed over the
station. An air fan unit and ducts were located
16 psi
in the building. The telephone room contain-
CONSTRUCTION: 2-26-58/4-11-58
ed a dehumidification unit which was to be
operated when the air fan unit was turned off
and the outside ducts closed. The building contained a battery-driven converter system for
A concrete structure, identified during the
previous operation as Station 77, was rehabilitated to the REDWING condition. Four 3-inch
conduits stubbed out from the front wall were
added.
seeaaa-
supplying ac power through zero.
(Neg. No. W-V-198-1)
Figure No. 2-29.
Page 78
Timing Station 77.02 — 80% Complete.