ML20234B602

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Forwards Graphs Re Cellular Neat Grouts & Polystyrene Concrete,Per 640515 Telcon.Related Info Encl
ML20234B602
Person / Time
Site: 05000000, Bodega Bay
Issue date: 05/27/1964
From: Polatty J
ARMY, DEPT. OF, ARMY ENGINEER WATERWAYS EXPERIMENT
To: Beck C
US ATOMIC ENERGY COMMISSION (AEC)
Shared Package
ML20234A767 List: ... further results
References
FOIA-85-665 NUDOCS 8709210007
Download: ML20234B602 (14)
v • d • e


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AIR VAIL e

U. S.' ARMY ENGINEER VATERWAYS EXPERIMENT STATION

~

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'

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POLYSTYRENE CONCRETE i

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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

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Polystyrene Beads 20.8 lb 13.867 cu ft

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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).

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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).

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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

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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

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1.44 pints

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1238.5 lb 27.000 cu ft

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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

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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

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1.65 pints Db 978 lb 27.000 cu ft

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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

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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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Actual Mix Design Type II Cement 679 lb 3.454 cu ft l

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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)

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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).

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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

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1.28 pints 1393.1 lb 27.000 cu ft b

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Materials Cost F. O. B. Jackson = $15/cu yd g._

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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

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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

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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

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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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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,

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'/, against earthquakecaused tidal some 1000 feet to the west of the 1,

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' The immediate effect will be U.S.G.S. geologists said after 8

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. wave damage, plant site.

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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-,; -

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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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m i.AEC Questioning PG&E p

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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ii New AEC *

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i: Quiz' About'

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3, The Bodega' Head? ro 2

t

. actor project. a' center of

- N *- '

. ? l$l controversy for years, is w.. I '
'.?

,a

  • l

~'

,under new technical'scruf T.. ?

, ~ '. s tiny from the Atomic 2'..

, ',W ' I ]i u.

Energy Commission.

'.e -

  • J The AEC has asked Pacific

'. P., <. f4 '.

i

, i Gas & Electric Co..a series

^

l of detailed engineering ques.

. ^

.)

'+

t.

J 9'

4 4 vq.

y,..

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> tions relating to the project's

+

r

'. Oi safety if an extremely severe

/.g,, )I.L' D '" % - pl earthquake or a major tida!,.,}; f, 9 " ' J, ; "

..t.'

,..,..., ~

4 i~r; g

J wave should hit the a'rea.

l A

.. M '

j? Answering the querics, a

.I -

f p.

, o m.

o PG&E spokesman said, wiu 9:T.i.l ' '. ' Wi ' ' b d

l take many weeks and,re.

  • :. 4 t

p

'.;g l

W p> quire intensive new design l

engineermg work.

y Q)

. : j.t ?.p,.

f, v.-

t

~

l - 1 CORE'~

]

Hn

,,6

,. p ; Earlier this year the ytility j

i,*..,.'

l j

company submitted 'a new i

..l ' plan for protecting the ra~

P

<ti p

,g,.g o

p dioactive core of the Bodega 4

d '.,

.u. q reactor in the event of a-

' 'r

"'?

t

,s.

j 4

'1 w

i

,~ 9 -gV 3 quake that would shift tue thousand feet, west 1of the 4

1

.j p E P ground up to two feet.. The edge of the San' Andreas y.

m '. ;

Ij p

{. l i'-

. P ;,y ',h '. /

' fa.

i design called, in effect, for fault zone,' to withstand ~ as 4

T'. $' i ' -

l g

{"

5V embedding the underground placement witl'oud undue i.

\\

4 : $: [ reactor containment tank in hazard to the health and

'N)ib '.1

l Q 'pl i '

.e.,-

1

. A, 5 a layer of compressible pad-safety of the public."' '

i e-i

,sd 4.

p;,4 j f ding.

a R

.{;.

.,. ", : a q. : g,,

p. The AEC now wants more

.After the' answers are sub' Y *.

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a 61 how this mitted-and provided.no oth-.'

II details on l".

. ;a, - p'would prevent the escape of er snarls develop $n the long u

. ~

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i' C ': -.

"A -

4 "-

.,.e m.

'4 4

,. radioactivity into the atmos-controversy over the reacto.r i

a

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,t phere if the earth moved as power plant-an:AEC pubhc s

  • 1
,.s.

l much as three feet. The AEC

'Q;r -

4 m

n i -

hearing will be held in Santa mpi i d : t.

w :

i.

n

. >. - i wants details on whether the Rosa. It may not come unt.il

..",4..

.i v3 L j underground structure would much later this year. -

iJ I...;; -. r>; 7.,,.'. J;ik. i

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c.

~,

e

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c.

remain 'leakproof, whether..d:"JF.R'"M.V.C.Q.,,X6 'l 'i' M M '>-

' w the atomic pile would remain S.

' ty system for automatically

'$ek

.m

?. o 9'J i ~ E j '

a.

.c..

-. -[3

' L intact, and whether the safe-

p.Et.i. d l - 9J M. -@

i

', 7,. U + " "y' us ;s g.

i fn a}-

9 m %,.E l shutting down ' the reactor

..?'

e

, wouId operate even in a

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c, g.,. j' -

p. W w

g 1.

t- (;tlc.7' 4 ',.<}.. '.

t l.The AEC. also asked the

..i

, strong quake.

n

.Q e

..ir..

S l.m.

., utility what measures it will

. h "O. '

h ' h'! f. * \\.

'D '

1 6 take to assure reactor safety d>.

t I in. the event of largescale

?'

W 1[! P i

I:

V

'g' -'

  • tidal waves.

r.

M b

l The questions, arose 'as a l

g l L,.

v*

i I I,'. -

r result of a meeting of the

,y

' conimission's Advisory Com.

  • {

' mittee on Reactor Safeguards' g

t t.,

u three wecks ago.

y.

, I' '

As the AEC phrased it:

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s g

2.'

f-

W.-

"A primary question con-u.c.

s r.

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4 L

cerns the ability of the plant,

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s Corps of Engineers

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Dr. Beck

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Ltr. transmitting info req. in 5-15-S ag,g,,,,,,

i DATE

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telephone conv. re curves on eellular neat grouts and polystyrene concrete:

Dr. Beck 6-1 TY Y'> '

p anci.o vaE.,

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Figure 1 (w/ mix design inf)

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U1 ar-a 1,dY REMARKSr '

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