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
University of Illinois
UNIVERSITY ARCHITECT'S OFFICE
605 East Green Street · Champaign, Illinois 61822 · Telephone 333-1690
February 24, 1966
PSYCHOLOGY LABORATORY
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
University of Illinois
UNIVERSITY ARCHITECT'S OFFICE
605 East Green Street · Chamj1aign, Illinois 61822 · Telej1lwne 333-1690
February 24, 1966
PSYCHOLOGY LABORATORY
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
CD
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, � ,�-----tLl 1 .- ·-it
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------·----, I I I
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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----�--------·
,.
' '
. :;
c v P--P..El--l,
p P-o.J t'l c.,
141.70
l : "'. \
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P :j Y CHOL O G �r' _ LA b Cl P f. .• -ro ?, '"(
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Date I - ! C: .,,. ("' �
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Bor.
Rlt.
S<>mp.
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�
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, .
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Depth Elev. N
'2 � 14-q �.fl l.:J
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Jn.,, /., '�-� q l�O 17
� .. J.< 71�'1 ,,:: ..,.,, {) II
�, 0 17 ... t>1.0 2/ 41.�.o zz r� .. 7� �<6 I�;, 5'9.5 lt:oj;_ 1-L<() ...,�
)r,.t'J {..,l_.
St:ength Tes� Est.
�� 2�
J 9
< ..2 < /')
�.(')
7 LI
,., <-o 7.0
QI,. 7 (')
h,O
.4.0
Jo 'I-
10+
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
J t. 9 1-5,� 7 1-.4-JC; q J-.r:::JtJ.1 ,-1:::,
J(J.5 ,_,
JJ. 9 ;;.-/Jl'J, -� 2-2
JO. :, �--�
JtJ. I 7 .. 4Jh J 7-5JI), -:l ,J-L
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Location P�"'� koJoi w Let�' I Depths and Elevations in feet Strength is Compressive strength in tons per sq. ft. Ground Surface Elevation 8 a \ 8 - 1'33. 4-
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Description
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Job No. __. -
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Depths and Elevations in feet Strength is Compressive strength in tons per sq. ft.
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Description
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University of Illinois
UNIVERSITY ARCHITECT'S OFFICE
605 East Green Street · C!tamj1aign, Illinois 61822 · Telephone 333-1690
February 24, 1966
PSYCHOLOGY LABORATORY
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
University of Illinois
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