cjd - University of Illinois Urbana-Champaign

University of Illinois

UNIVERSITY ARCHITECT'S OFFICE

605 East Green Street · Champaign, Illinois 61822 · Telephone 333-1690February 24, 1966

PSYCHOLOGY LABORATORY

Professor H. o. Ireland 207 Talbot Laboratory

'l'he originals of your exploratory boring data sheets on borings 316, 317, 318, 319, 320 and 321, made on the site of this project at Sixth and Daniel Streets in Champaign, are returned herewith.

The data sheets for borings on the Civil Engineering Building site were delivered to Mr. Rigsby, who will return the originals to you.

Your counsel is appreciated.

cjd� c. H. Oliver

CHO:cjd

Enclosure

cc: Professor Peck1

Mr. N. w. Nester Mr. J. K. Rigsby



605 East Green Street · Champaign, Illinois 61822 · Telephone 333-1690

February 24, 1966


Hellmuth, Obata & Kassabaum

Spivey Building

East st. Louis, Illinois

Attention: Mr. E. F. Bartz ,, Jr.

Gentlemen:

we are sending you herewith two copies of test boring

report by Raymond Concrete Pile Division on test

borings 316, 317, 318, 319, 320* and 321, made on

the project eite, and two copies of exploratory boring

data sheets tallulating the results of compression tests made under the direction of Dr. Ralph D. Pec'k.,

Professor of Poundation Engineering, and D�. H. o.

Ireland, Professor of Civil Engineering.

As requested by Mr. Bartz on February 23, we are also

sending one copy of each of the above enclosures

directly to The Engineers Collaborative in Chicago, attention of Mr. James McDonald.

Yours truly,

CHO:idb c. a. Oliver

Enclosures

cc Mr. James McDonald

The Engineers Collaborative

Dr. Ralph B. Peck ,,_---

Dr. H. o. Ireland

Mr. N. W. Nester



605 East Green Street · Chamj1aign, Illinois 61822 · Telej1lwne 333-1690

February 24, 1966


Hellmuth, Obata & Kassabaum Spivey Building East st. Louia, Illinois

Attention, Mr. E. F. Bartz, Jr.

Gentlemen:

W are sending you horewith two copies of t - st boring report by Raymond Concrote Pile Division on test boring 316. 317, 318, 319, 320, and 321, made on the project eite, and two copi s of exploratory boring data eh ets t ulating the results of compreos1on tests made under the direction of Dr. Ralph B. Peck, Professor of Foundation Engineering, and Dr. u. o. Ireland, Prof esor of Civil Engineering.

As requested by Mr. Bartz on February 23, we are also sending one copy of each of tho above nclosures directly to Th Engineers Collaborative in Chicago, attention of Mr. Jam McDonald.

Yours truly,

CHO a db • a. Oliver

Enclosures

cc Mr. James McDonald The Engineers Collaborative

Dr. Ralph 8. Peck Dr. H. o. Ireland V"" Mr. N. w. Neater

:,..

e..

t JU ii -1 • 1 i' A;'- , : J TEST BORING REPORT

R .A. ""'£1'1.[' 0 ND CONCRETE. PILE COMPANY

GOW DMSION

To UNIVERSITY OF ILLINOIS Date..JQF"I�U�RY 19�§195 _ _JobNo.CB-'4484-C.{1) Location of Borings_l..lNIVERSIT� 0':_ l..U..t�l��s��G\'_ �AtoB'Y � ..l..RBA.NA.... 1.LLUIO..J...S ::-----All borings are plotted to a scale of I"= _JL.ft. using_ �.ELEVA TLONS SUP.PLl([L .. ____ as a fixed datum.

740'

No._ __ .3.1._.6._ __

\ GROUND

Sl.Rf'ACE

ELEVAT

\

N

733.48'

ST I F'F' VAR ICOlDR SILTY CLAY, 12

1 �lo�--

TRACE SANO I. MEDIUM f3 VARICOLORED

CLAY, SOME SAND •TRACE 6 F'INE 9 GRAVEL 11 1 01

Tl,.F' VARICO�[ g - -- -

?20 ,rANOY CLA!, TRACE P'INE GRAVEL . i 1..a 10•

710'

VERY STt FF GREY SANDY CLAY, TRACE f"INE GRAVEL

STIF'F

f'Y --1..l..!S

--

15

ll24 15

27 '.!5 • ·!J. 211 VAR I COLORED

SILTY CLAY, SOME SANO,

700 'I TRACE F' 1 NE GRAVEL

I. LOST ,-�s ·�-"

6

6'7Q I

�

�

VERY

STIFF GREY SANDY CLAY, LITTLE F'INE

17

21

22

GRAVEL I 23

HARO GREY I 53VERY SANDY CLAY, LITTLE FIN[ GRAVEL

_5_':I f R•

ERY DENSE GREY 1100;6, yv ..,VERY F'INE 1/--·--SIL TY SANO

VERY HARO I 73GREY VERY SANDY CLAY, SOME GRAVEL

USED NO CASI NG

12/16-17/65

6

f'OREMAN BUF'ORD SINGLETON

1..Q_'�

No._...3�17...__ __

\UNO Sl.Rft\CE

ELEVA Tl ON

\ 734.82 1

TOPSOIL I- ·-- --------- --I-

STIFF' BROWN VERY SILTY

CLAY, SOME SAN)

7

8

9

VERY STIFF 16

.0.'

.3 ·.o�

Q 'Q·

BROWN VERY I SILTY CLAY 15 ' 1µQ.ME_____MNl,L�- _t1 J_'Q_•-IJ. I 16

I , a i VERY 11 I

STIFF

21

GREY

VERY ,o I

SILTY __.,-feoULDER

CLAY, 20

SOME

27 SAND

&: �ARD 40

FINE

GRAVEL i 28

I ! I 251

�ER�--Jgg� r· 57

'0"H••o I �o GREY I I VERY I

SA NOY SILTY j 9� CLAY SOME• GRAVE:L I

I

. 9<1, L 7g_•o•---�-

USED 11'0• OF' NX CASING

12/4/65

fOREMAN LEONARD BLAYLOCK

No._ _ _aj """'Sc-.. __

GROUND

SLRf'ACE

ELEVA Tl ON

733.36'

_ TQNf:-SJ.A$ f' I L.L_

Ml SCELLANEOUS 3

_,. 1 LL

-- - .1

1 4

J SEE NOTE A mT B ROWNSfl t YiLAl,, TRAC£ F' I NE

.li..l...f Sl.ME..S. SEE NOTE B

f--- - -· St! N::>TE C

VERY STIF'F" GREY VERY SANDY CLAY, TRACE

. FINE

6

5

't

17

18

O' l'�-

!_10!_

1a·�

�

b;

A�l

,- GREYSANOV�--��·� � TRACE GflA'L

1. 14- t��

VERY STIFF' I VAR I COLORED

SANDY CLAY I LITTLE FINE I 15

. 37,5• GRAVEL

�

·

i------

I . VERY ST I F'F' GREY SANDY CLAY, LITTLE F mt GRAVEL

17

15

16

VERY DENSE GREY COARSE SAND & GRAVEL

1oo;,o

57•0•

62_'6"

I '"'"'"""'"' "'"'�.., I MAl - ·-l§..�.'.'-

ERY DENSE GREY f. LAY[Y F' I NE SAND

TRACE GRAVEL iVf:RY �o tmrr -1 ,a�Bl __ RWtL _ 1@. 70�0·

USED NO CASING

12/14/65

,oREMAN BUFORD SINGLETON

NOTE A: MEDIUM VARICOLORED CLAY, SOME SANO & SILT, TRACE r1NE GRAVEL

NOTE 6:MEDIUM BROWN CLAY

1 SOME SANO &

SILT, TRACE GRAVEL

�OT( C:STIFF VARICOLORED ClAY

1 SOME

SANO, TRACE GRAVEL

§:

670'

�

�

SANDY CLAY, LITTLE F'INE GRAVEL

22

23

HARD GREY I 53VERY SANDY CLAY, LITTLE F'INt GRAVEL

s�·�·

ERY DENSE GRE��/6 �� 8 VERY F'INE ICOEA( , •SIL TY SANO

VERY HARO I 73 GREY VERY SANDY CLAY, SOM£ GRAVEL

_______ §.G

USED NO CASI NG

12/16-17

/65

f'OREMAN BUF'ORO SINGLETON

7_0�

F"INE

GRAVEL

VERYHARO GREY

28

! 251

t- r57

·0·199,I rio

VERY I SANDY

99!. I SILTY 79 ! CLAY,

SOM[ GRAVEL I

L ________ J:111.10•0•

USED 11 1 0• OF"NX CASING

12/4/65

fOREMAN LEONARD BLAYLOCK

Classifications are made by visual Inspection. Water levels (WL). Figure indicates time of reading (hours) after com-

• ' ' - - Uf -• •• lft ... l. ; n,Hr .. t,.,i A r-P tho,;,- Oh!'.Cr\ ed When borinStS

GREY SANDY CLAY, LITTLE F' 11'1[ GRAVEL

VERY DENSE GREY COARSESANO & GRAV£ L

17

15

16

s1•0•

:1oo;,o

iil"iir.-a----'ut'I...-J\'W'l..-.:r1r---+�� 64 1 6•

CRY DENSE GREY er-=-LAYEY F' I NE SAND

'--· TRACE GRAVEL + .-::o '0"IVf:RY �O G"RET - - .!i..'IL . -

l 9A�Rl 8hiltL 1QO � 1�0·

USED NO CASING

12/14/65

,oREMAN BUF'ORD SINGLETON

NQ TE A : MED I UM VARICOLORED CLAY, SOME SAND & SILT, TRACE F'INE GRAVEL

r:io rE a :ME:o, uM aROWN CLAY, SOME SANO & SILT, TRACE GRAVEL

NOTC C:STIFF VARICOLORED CLAY, SOME SANO, TRACE GRAVEL

Total f-ootagc_ 210 'O" A� lt'ITS:-0

• TEST BORING REPORT

RA. �1'/f O�D CONCRETE PILE COMPANY

GOW DMSION To�I vrns ,n. ... ru: ... J LL INQl 8 Date 11 ftoRUAfi'l.. �195--Job N&.e..-4484-C(1) Lorntion of Borings-.UN I \l£B.S.1IY !lE ... 1..U .. JM0.1.S._fSYCH.Ol.O.G 1.cAL..LAfillRA.TOB.Y...- l.RBANA, I LLIHO IS-�-- -- --::--'. -: -:. ·� --�- = -= - - = _; - -=.=:--= All borings are plotted to a scale of l '' = __ JLlt. using_ -�E_VA Tl QNS ..§ Lf>PLl �--- --&8 a fixed datum.

�

No�_ 31 �----

\, GROUND

\ Sl.RfACE

\ tl�VATIOH

734.01'

SLAG & STONE ,.ILL -----.

o•

:31 a·�·--•iN'jMEOIUM VARICOLORED CLAY, SOME SANO, ,+LOST RACE G RAVE 4 I� MA B F I L . -1 -STIFF' BROWN 12 CLAY, SOME SAND, TRACE 14 j

720 ·i- ·- -· ·- ii ... , ... FINE GRAVEL i� ;. 14,�-

I

�

VERY STIF"F

SREY SANDY CLAY I TRACE: FINE GRAVEL

I

21

25

21 i I

DENSE BROWN 31

No..__ �20�--

'\ �OtMO

SLRfACE '

\ ELEVA Tl ON

\ 734 032'

o· :o:T CLAY, SAND, CINDERS &

i_ilAYEL f' LL I . j �"---MEO I UM BROWN

7

7

LAY ..t.- SOME SANO

l

I t:: •o•RA� GRAVEL . __ 1 � ST I,.,. BROWN 11 I CLAY, SOME I I SAND, TRACE I F"INE GRAVEL 1 13 1__1 •o•SEE NOTE E

ST I F"F GREY CLAY, SOME SANDLTRACEFINE GRAVEL

I STIF'F GREYVERY SA NDY I CLAY, SOME

I F' I NE GRAVEL

I -· �TI F'F' --

: 18 13'0' I 1

I 12 I !

9 i1

I 10 I. II I t- -- - t27 16�

! 14 j 132 •s·

11 I

-,---- . __ j_ �-'....e_'.'.

CLAYEY MEDIUM SAND, LITTLE F"INE �RA��L r -��·

I VA R I COLOREDSANDY CLAY, .IJ. 24

1 TRACE GRAVE L

t

J3e•o• 1 22

VERY STIFF' GREY SANDY

� CLAY, TRACEI FINE GRAVEL 17

i l ,------- __ \ ._48 1 0• \ STIFF' GREY

VCRY SANDY CLAY, TRACE ,. , NE GRA \#EL

I 13

I 680 11 VERY ST I F'F

l ,53� I

I 11 iI

• GREY SANDY' CLAY, TRACE

FINE GRAVEL

DENSE

GREY

CLAYEY

FINE

SAND,

LITTLE

1 ,sa•o•_

I 43

I 33

47

43

WL2

I SEE NCrro-- .__J_ +1.9'o•-==-�Ll.!::....J:! __ L, J:Si::3 80, Qlf

� USED NO CASI NG

12/9-13/65

540 I

�TE 0:HARD VARICOLORED VERY SANDYCLAY, SOME GRAVEL

r-I 17

VERY

ST I F'F' GREY SANDY OLAY, TRACE GRAVEL

18 I

rmv

m:wsr-Y CLAYEY

NE SAND I SOME G_RA v_tL __

�

SEE �TE__!_ __ E GREYEV F'INE

SAND, LITTLEl F'INE GRAVEL -----·- --1

HARO GRE Y VERY SA NDY CLAY, LITTLEFINE GRAVEL

19

20

isa• 3•1°'f'e

!

-+ 62 '0' Ila 24 ---1�·

36, -j

- ... .._�6.�Q_"- ...

55

47

J�LN:OT __ E ..

I 2

'19� 96�-�0"...

USED NO CASING

12/15/65

NOTE t:VERY STIFF VARICOLORED CLAY, SOME SAN0

1 TRACE

F't NE GR" VE L

NO TE F: VERY D ENSE GREY F'INE SAND, TRACE FINE GRAVEL

NOTE G:VERY DENSE

No� 321

GROUND

S�F'ACE

ELEVATION

734.21'

MEDIUM VARICOLORED CLAY, SOME SAND,

; TRACE QRA VEL

STIF"F VAR I COLORED

a

7

I CLAY, SOME SAND, TRACE I 14

I F' I NE GRAVEL I

1n11

i. -- ------+!

I 13

12216.11 �----

STIF'F' GREY CLAY, SOME SANO, TRACE F'INE GRAVEL

II

13

12

I I .�·� .

21 l l

I

VERY ST I F'F' GREY CLAY, SOME SAND , TRACE FINE GRAVEL

I l 11 I

I I

17

L __ 18

! sa •o•

- I 31 :I. HARO GREY

VERY SANDY CLAY, TRACE'

' F' I NE' GRAVEL I i��·n· VERY STIF'F' GREY VERYSANDY CLAY, LITTLE GRAVEL

I 2s

�II

34 lHARO GREY VERY SANDY CLAY, LITTLE ,.,NE GRAVEL I 38

I 2,4�9•0•

l SEE t«>Tt:_H- --·1 _47 80�� CRY - NO WL2

USED NO CASING

12/9/65

NOU:. H:HARD GREEN VERY SANDY SILTY CLAY, TRACE GRAVEL

CLAY, TRACE r!NE GRAVEL

DENSE BROWN CLAYEY MEDIUM SANO, LIT TLE FINE GRAVEL

I ._.,.

21

w,24 t--�tl· .... 22

VERY STI F',. SREY SANDY

�CLAY, TRACE

I FINE GRAVEL : 17

I

I STI F'F' GREYVERY SANDY CLAY, TRACE P"I NE GRAV£ L

-1 .. 4e 1 0•

I 13

MO• �ERY ST I rF' I 17

660'

G50'

640'

GREY SANDY I CLA y' TRACE I FINE GRAVEL

Ir-----

DENSE

GREY

CLAYEY

F'INE

SANO,

LITTLE

GRAVEL

-4- 1 se .. •_o_• _

l 43

I 33

47

43

USED NO CASI NG

12/9-13/65

NJTE D:HARO VARICOLORED VERY SANOY CLAY, SOME GRAVEL

-t'27•5•I

ST�F� GREY - - t· VERY SANDY

1 14

,·

I CLAY, SOME f'INE GRAVEL I I

,---STI FF' - ·t- (216•

I VAR I COLORED I, 11 1

, SANDY CLAY, TRACE GRAVEL I

�Je •o• i r-

I

VERY

ST I FF GREY SANOY OLAY, TRAC E GRAVEL

I 17 I

18

19

20 ;

hERv cmsr-I GREY CLAVEY I F' I NE SANO I SOME_ �RA YtL --

SEE �!E _ f __ _E QREY EY F'IN£

SANO, LI T TLE I FINE GRAVEL ---- - --

! HARO GREY VERY SANDY CLAY, LI TTLE F' INE GRAVEL 47

I 2 79�

95 :oo-�Q·_

USED NO CASING

12/15/55

NOTE £:VERY STIFF' VARICOLORED CLAY, SOME SAN0

1 TRACE

F"t NE GRAVEL

NO TE r: VERY oENSEGREY FINE SAND, TRACE FINE GRAVEL

NOTE G:VERY D ENSE GREEN CLIYEY SILTY FIN£ SAND, TRACE

rlNE GRAVEL

Clauiflcatlona are made by vlaual lnapectlon. \\.'ater levels (�'L). rigure indicates time of reading (hours) after com·

pletion of boring. \\later le�ela indicated are those obsened when borings y;ere made, or as noted. Porosity of the soil itrata. •.ariations of r11infall, aite topography, etc., may cau:e ch3nges in theii> le,·eli.

Figures in right hand column indicate number of blo� ll n:quired to dri\ e· - --1:-� nin,. one foot, usin& 1'40-lb. wei&ht fallin& 30 inchea,

' I

I I lII

"" . .. .GREY CLAY, SOME SANO, TRAC E F' I NE GRAVEL

VERY ST I F'F' G REY CLAY, SOME SAND, TRACE F"t NE: GRAVEL

13

12

38'0" I

21

17

17

18

1 58 IQ• HARO GREY

I VERY SANDYCLA Y, TRACE FINE GRAVEL

VERY STIF'F" GREY VERY SANDY CLAY, LI TTLE GRAVEL

HARO GREY VERY SANDY

31

26

34 I

F'INE GRAVEL 38 1 CLAY, L I TTLE 1

t t«>ft}i. - J �];_ DRY - NO WL2

USED NO CASING

12/9/65

NOn: H:HARO GREENVERY SANDY SILTY CLAY, TRAC E GRAVEL

Total Footage_ . 24.0 'O" Forema�UfORO SINGLETON_ Classificat10n b.) _ FOREMAN Sheet_ _ 3_of_ 3

CABL.E ADDRESS: RAYMONDINT TELEPHONE ANDOVER 3-3316

AREA CODE 312

111 WEST MONROE STREET• CHICAGO, ILLINOIS 60603

JAMIE H. KERR DISTRICT MANAGER

CB-+184•C(l) university ot I111no1a Paycholooy Lab Six�h St•e t & �el 5t. U•b t 111.inoia

Univ r&ity ot Illinois Unive�sity Architect'• otttce 605 rr.t.at Gl'een 6treet Ch..-paign, 11.linoia

Gltntle•ns

February lA, 1966

Wo are enclosino • ven copies o� our final bOr:lng repor1: cove.ring th• �•st bol'lnga • rec•tly coap1eted for you a 't the abov• captioned ei te.

We sincerely appreci te this opportunity ot serving JfOQ and tnst tha't our woxk 1• in order. If we can be of tuxther as istanco to )'CN on tbia or any other project, plea•e call on us.

OJffldk enc• (7) COi Ralph B. Peck

Very truly )'OIU'a,

RAYMOND COI«:RnTS PILB DIVISION Ra)'lDOnd Int rnational Inc.

o. :,. Higgins

u ot :r, 113 Talbot L&b Urbana, Il11noi•

ATLANTA BALTIMORE BOSTON CHICAGO

W/1 enc.

DETROIT HOUSTON KANSAS CITY LOS ANGELES

MIAMI NEW ORLEANS NEW YORK OAKLAND, CALIF.

PHILADELPHIA PITTSBURGH PORTLAND, ORE. ST. LOUIS

SALT LAKE CITY SEATTLE WASHINGTON, D. C.

r •

f.3,49.c.so PADS 1-62

TEST BORING REPORT

RAYMOND CONCRETE PILE DIVISION

RAYMOND INTERN A T I ONAL IN C. 140 CEDAR STREET - NEW YORK 6, N. Y. To.��t.R.U_'t)'._9J:. J.t.kl�.lli.1 l.W I VJ;RS I TY_ ARCH} TECT'S Orf' ICE

/\ddrc5s _ 605_ !AJSJ. GREEN_ STREET., CHAMPAIGN._ _I LL I NO IS ---------

Date ______ ll_f_tef'Jl�R.'( _____________ t 9 __ !5§..

Wt'c h.l\'C completed the follo" ini; borin.:s for )'Ou at __ UN }.YEAS l Tl 0,. _ILL J NO j SL- Psy�HOLOGY LAB'------------------------------------------------------------------ijJ.XJl:l.SJ.Rt.t.t ____ O.AHJ£J.. .}(t8.ttJ.._.�Q��.--[LJ..ltt2.l�-----with results shown below. lll accordancr with )'"'IT in�truCllons, \\(' ha,<" Sl'nt lahc led �az11pks .,f tJ1t• Sll.lla tncountercd To-------------------------------------------------------------·Addrt'u ____________________________________________________ , Via·----------------------------------------------____ undn date of _____ ------_______ ------______ Raymond Concrete Pile Division Raymond lntt'rnational Inc LOCATION PLAN SCAl..E 1 w - 401

Compa� Points NoRTH

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�--This lr.rini report p1cp:1red in the

___ QttLQ.�.9.Q ______ OrFlCE of the

R.wmond Concrete Pile Di, ision

RAYMOND INTERNATIONAL INC.

By·------- W _ M _Q -----·

Job No.CB:-A4a4.:-it(1)_

Sheet I of----�--------·

,.

' '

. :;

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p P-o.J t'l c.,

141.70

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Bor.

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St:ength Tes� Est.

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EXPLORATORY BORING DATA SHEET

Location p..., � c-iJ' / ,.,,. ... 1.---t> L. . ' V I Ground Surface Elevation B 3 lit, - 733:5

w tt Pl Cont.

--,-.;) t=P 1? 001'" ,., ,r

Job No. ____ _ Depths and Elevations in feet Strength is Compressive strength in tons per sq. ft.

Description

x 4- c:..,&:::6 ,\ (; "1. /Cf/- 1-J t •...... , .. Li-: .• ,-. M,.....».),.#t .,.J,.._ ....... su. r ... '-� LU- - �· � } t-- -.I-- a.,,,,l ..\.,._ ... ,,a..L... -:,-, 7 J-2

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I .. � • .',.�-' • ..... ...._,,,...u\�,1· /\ ...... ,.._ �lLT ,.,...i �:'..,..t"'�"'"' tc. .-,,.l ,.., .... ___ ] / .. .,,.. T - L-.. - :....,.+h.J �\A,_ .... l,{,-... t ........ \..\..\:.!. "',�A .l v- c.....-. \A I"\ ,,

-� J r • • " ... .., i, ll 11 ,, "

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605 East Green Street · C!tamj1aign, Illinois 61822 · Telephone 333-1690

February 24, 1966


Professor H. o. Ireland 207 Talbot Laboratory

The originals of your exploratory boring data sheets

on borings 316, 317, 318, 319, 320 and 321, made on the site of this project at Sixth and Daniel Streets in Champaign, are returned herewith.

The data sheets for borings on the Civil Engineering

Building site were delivered to Mr. Rigsby, who will return the originals to you.

Your counsel is appreciated.

c. H. Oliver

CHO:cjd

Enclosure

cc: Professor Peck Mr. N. w. Nester

Mr. J. K. Rigsby


UNIV"ERSITY ARCHITECT'S OFFICE

Date September 20, 1966

To � .v Mr. John Doak, Prof. W. E. Kappauf, Pror. H. O. Ireland,

From Mr. John Morris

Coj1y To

Subject PSYCHOLOGY LABORATORY

We are sending you herewith check sets, as noted below, of proposed contract documents for this project, for your review and comment, as follows:

WORKING DRAWINGS NOS.

Architectural Index and A-1 to A-67

Structural S-1 to S-19

Electrical Mechanical

E-1 to E-23M-2 to M-14 and M-16 to M-36

SPECIFICATIONS

Volume I, General Work General Conditions Supplementary Conditions Technical Specifications

Volume II (incomplete) Pl - Mechanical General Mechanical and Electrical Non-Conducting Covering

_Lighting Panel SchedulesPower Panel Schedules

Div. 1 Div. 2 Divs. 3 to 14

Div. 15 Sect. 15A Sect. 15E 20 Pages 3 Pages

Drawings ME-1 and M-15 and Specifications Sections lSB, Cp

and D are not included but are expected before the end of this week. They will be furnished as soon as received.

Enclosure cc- Mr. Doak, Sets #5 and #6

Prof. Kappauf, Sets #7 and #8

c. H. Oliver

Prof. Ireland, Set #9

Mr. Morris, Set #10

cjd - University of Illinois Urbana-Champaign

Documents

Transcript of cjd - University of Illinois Urbana-Champaign