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AIR VAIL e
U. S.' ARMY ENGINEER VATERWAYS EXPERIMENT STATION
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f CORPS OF ENGINEERS y
JACK 5ON INSTALLATION, CONCRETE DIVISION g
P o DRAWER 2139 ucas o n. wissis stPPI 39205 I
meren to WESCC 27 May 1964 e
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Dr. Clifford Beck i'
p U. S. Atomic Energy Commis sion j
Washington 25, D. C.
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Dear Dr. Beck:
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Reference our telephone conversation on 15 May 1964 ff.f As I promised during our telephone conversation, inclosed are curves pg r;.[!
(with mix design information) on cellular neat grouts and polystyrene
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, bg concrete.
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If we can be of further assistance, please do not hesitate to call.
Sincerely yours,
~.;.;:
G p
UE 2 Inc1 (dupe)
JAMES M. POIAT'IY, Chief E^
1.
Figure 1 (w/ mix design info)
Engineering Materials Branch f'
2.
Figure 2 (w/ mix design info)
Concrete Division O
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POLYSTYRENE CONCRETE i
t Curve No.
I'- Density = 40.0 lb/cu ft; Polystyrene Density = 1.9 lb/cu ft; W/C = 0.554 (by weight).
j Actual Mix Design l
Type 11 Cement 679 lb 3.454 cu ft i
t Water 376 lb 6.035 cu ft AEA (NVR) 1.5 lb 4.195 en ft Polystyrene Beads 25.3 lb 13.316 cu ft I,'
1081.8 lb 27.000 cu ft i
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Materials Cost F. O. B. Jac'kson = $24/cu yd.
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Curve No'. 2 - Density = 36.0 lb/cu ft; Polystyrene Density = 1.5 lb/cu f t; 4
W/C = 0.600 (by weight).
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Actual Mix Design f
Type II Cement 594 lb 3.022 cu ft
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Water 357 lb 5.730 cu ft P
AEA (NVR) 1.6 lb 4.381 cu ft
[
Polystyrene Beads 20.8 lb 13.867 cu ft
]
973.4 lb 27.000 cu ft Q~~. l i-Materials Cost F. O. B. Jackson = $21/cu yd wh Curve No. 3 - Density = 30.0 lb/cu ft; Polystyrene Density = 1.2 lb/cu.ft; W/C = 1.000 (by weight).
c;_
Actual Mix Design Type II Cement 397 lb
'2.020 cu ft E
Water 397 lb 6.372 cu ft
((f AEA (NVR) 1.8 lb 5.358 cu ft Polystyrene Beads 15.9 lb 13.250 cu ft 3
811.7 lb 27.000 cu ft e
i-Materials Cost F. O. B. Jackson = $16/cu 96 W,
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CELLULAR CONCRETE Curve No.1 - Density = 51.6 lb/cu f t; W/C Ratio = 0.685 (by weight).
+
Actual Mix Design j
Type 111 Cement 825 lb 4.197 cu'ft l
Water 565 lb 9.069 cu ft Hydrolized Protein) 3.1 lb or 13.734 cu ft Foaming Agent
)
1.28 pints 1393.1 lb 27.000 cu ft 4
Materials Cost F. O. B. Jackson = $15/cu yd 7^
(~~_ 4 Curve No. 2 - Density =-45.9 lb/cu ft; W/C Ratio = 0.727.
Y3 O-Actual Mix Design h-Type III Cement 715 lb 3.638 cu ft Water 520 lb 8.347 cu ft g
Hydrolized Protein) 3.5 lb or 15.015 cu ft g
Foaming Agent
)
1.44 pints
[
1238.5 lb 27.000 cu ft
(..
Materials Cost F. O. B. Jackson = $13/cu yd E-hg Curve No. 3 - Density = 36.2 lb/cu ft; W/C' Ratio = 0.777 (by weight).
df:s Actual Mix Design
[
Type 111 Cement 548 lb 2.788 cu ft Le>
Water 426 lb 6.822 cu ft Hydrolized Protein) 4 lb or 17.390 cu ft as, Foaming Agent
)
1.65 pints Db 978 lb 27.000 cu ft
[
Materials Cost F. O. B. Jackson = $11/cu yd E[
Curve No. 4 - Density = 27.0 lb/cu ft; W/C Ratio = 0.840 (by weight).-
EL; Actual Mix Design Type III Cement 394 lb 2.004 cu ft Water
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331 lb 5.313 cu ft Hydrolized Protein) 4.5 lb or 19.683 cu ft j
Foaming Agent
)
1.85 pints 729.5 lb 27.000 cu ft Materials Cost F. O. B. Jackson = $9/cu y'd k
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POLYSTYRENE CONCRETE r
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5 Curve No. 1 - Density = 40.0 lb/cu ft; Polystyrene Density = 1.9 lb/cu f t; j
i W/C = 0.554 (by weight).
Actual Mix Design Type II Cement 679 lb 3.454 cu ft l
Water 376 lb 6.035 cu ft M
AEA (NVR) 1.5 lb 4.195 cu ft f
II Polystyrene Beads 25.3 lb 13.316 cu ft-
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1081.8 lb 27.000 cu ft y.
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. t h,. l Curve No'. 2 - Density = 36.0 lb/cu f t; Polystyrene Density = 1.5 lb/cu f t; l
W/C = 0.600 (by weight).
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Actual Mix Design Type II Cement 594 lb 3.022 cu ft p;'
Water 357 lb 5.730 cu'ft AEA (NVR)
,1.6 lb 4.381 cu ft
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_ 20.8 lb 13.867 cu ft 973.4 lb 27.000 cu ft
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Materials Cost F. O. B. Jackson = $21/cu yd hE Curve No. 3 - Density = 30.0 lb/cu ft; Polystyrene Density = 1.2 lb/cu ft;
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W/C = 1.000 (by weight).
h Actual Mix Design gg Type II Cement 397 lb
'2.020 cu ft w.E Water 397 lb 6.372 cu ft
[y AEA (NVR) 1.8 lb 5.358 cu ft p,
Polystyrene Beads 15.9 lb 13.250 cu ft k:.
811.7 lb 27.000 cu ft k,
Materials Cost F. O. B. Jackson = $16/cu yd n-V y
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CELLULAR CONCRETE
.i Curve No. 1 - Density = 51.6 lb/cu f t; W/C Ratio = 0.685 (by weight).
g i
Actual Mix Design Type III Cement 825 lb 4.197 cu ft Water 565 lb 9.069 cu ft f
Hydrolized Protein) 3.1 lb or 13.734 cu ft p
Foaming Agent
)
1.28 pints 1393.1 lb 27.000 cu ft b
i W. e.
Materials Cost F. O. B. Jackson = $15/cu yd g._
[.
Curve No. 2 - Density = 45.9 lb/cu f t; W/C Ratio = 0.727 V
Q, Actual Mix Design
- .1 Type III Cement 715 lb 3.638 cu ft 6-Water 520 lb 8.347 cu ft
??
Hydrolized Protein) 3.5 lb or-15.015 cu ft
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Foaming Agent
)
1.44 pints e
1238.5 lb 27.000 cu ft Mate' rials Cost F. O. B. Jackson = $13/cu yd 9
b, Curve No. 3 - Density = 36.2 lb/cu ft; W/C~ Ratio.= 0.777 (by weight).
m i
Actual Mix Design c
Type III Cement 548 lb 2.788 cu ft E'
Water 426 lb 6.822 cu ft O
Hydrolized Protein) 4 lb or 17.390 cu ft Ns[.
Foaming Agent
)
1.65 pints g-978 lb 27.000 cu ft w.
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Materials Cost F. C. B. Jackson = $11/cu yd M
Curve No. 4 - Density = 27.0 lb/cu ft; W/C Ratio = 0.840 (by weight).
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Actual Mix Design Type III Cement 394 lb 2.004 cu f t Water I
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331 lb 5.313 cu ft Hydrolized Protein) 4.5 lb or 19.683 cu ft j
Foaming Agent
)
1.85 pints i
729.5 lb 27.000 cu ft I
Materials Cost F. O. B. Jackson = $9/cu y'd Q3 n 1.
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- wu wants answers W
l J On Plant Quake Danger
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h The Atomic Energy Com-the AEC is asking the utility J-
. mission has asked Pacific Cas company to drastically revise ti ' & Electric Co. to look in greater its concept of a " maximum dr ' u..
t' engineering detail at the con-credible operating accident" at f
f ;!
L!, j l aequences of earthquake caused the plant to meet a major earth-t '- (
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ground movement at its pro. quake event.
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posed Bodega Head atomic pow-And it seems to mean that 9
g ^..er plant site.
the AEC staff and that of the V
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The AEC's questions ask for commission's A d vi s o r y Com-
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f.,' design detaus of plant operationmittee on Reactor Safeguards is.. '
t in event of ground movements taking the estimates of the U.S.
.PG&E has insisted are "in. Geological Survey of what might 4
credible," and also for pre. happenin case of an earthquake cautions that would be taken along the San Andreas Fault,
' T '.
'/, against earthquakecaused tidal some 1000 feet to the west of the 1,
>F
' The immediate effect will be U.S.G.S. geologists said after 8
S
. wave damage, plant site.
' 7, 8
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i delay-the company says it will study of the area that Bodega take many weeks to develop the Head ground movements on the r-,; -
4 n
new design. work to answer the order of a "few feet" either j
AEC questions, vertically or, horizontally might 1
The long-range meaning of be expected along with a rup-the new AEC technical scrutiny ture along the main fault.
J of the controversial project The federal geologists aiso J
- lj1 could be read in many ways; left wide open the possibDity one clear implication is that (Continued on Page 2, Col.1) j
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7,-Press De' ocrat, Santa Rose, Calif., Fr!., May 29, 1964
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Ll' On A-Plant Quake Danger l
(Continued from Page 1)
' damage the teactor contaln-proposal, who have.t>cen ham i
that a fault through the reactor ment structure... but might mering for many months on the 4
tilted slightly," the utility com 3uestion of earthquake hazards.
result in the structure being.
site is an active one - that David Pesonen, executive sec-
' movement might be expected l
retary of the Northern Califor-i' along it.
pany said.
nia Association to Preserve Bo.
PG&E has insisted that "no dega Head & Harbor, said the movement is expected to oucer The ne le er asks for I'"*# E ** ",,new c n dence j
along this fault for a period in extensive detailed analysis of
- ^
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Energy Commission.
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- J The AEC has asked Pacific
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j? Answering the querics, a
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o PG&E spokesman said, wiu 9:T.i.l ' '. ' Wi ' ' b d
l take many weeks and,re.
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p
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engineermg work.
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company submitted 'a new i
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p dioactive core of the Bodega 4
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i design called, in effect, for fault zone,' to withstand ~ as 4
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p;,4 j f ding.
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.After the' answers are sub' Y *.
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a 61 how this mitted-and provided.no oth-.'
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,. radioactivity into the atmos-controversy over the reacto.r i
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,t phere if the earth moved as power plant-an:AEC pubhc s
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l much as three feet. The AEC
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hearing will be held in Santa mpi i d : t.
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remain 'leakproof, whether..d:"JF.R'"M.V.C.Q.,,X6 'l 'i' M M '>-
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1 6 take to assure reactor safety d>.
t I in. the event of largescale
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l The questions, arose 'as a l
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t t.,
u three wecks ago.
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As the AEC phrased it:
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