soil reports seitz dr. 9/15/1987»i
GEOTECHNICAL SERVICES, INC.
CONSULTING GEOTECHNICAL ENGINEERS AND GEOLOGISTS
C10SOUTIMM17161SIMET • SAUNA. KANSAS 6.7401 • (9130279:181 . Date 15 Sept 1987
OF I U S IN AWS, srNA. OMAHA. 1.INCOLN, AND CAANO NANO NI HIiASKA Lab No. A-114
TEST REPORT Job No. 455ASA15
Test Made for
Ferco
Rental
Project
Seitz
Drive
Location Salina, Kansas
Contractor
Ferco
Rental
Architect or
Engineer
Sample ofBrown
Clay
Source Hillside Borrow, East of
Seitz at Glen, Depth 4-1211
Test Method
ASTM:
D698
Date Received 1 Sept 1987
I cc:
MOISTURE - DENSITY COMPACTION CURVES
120
Liquid Limit = 55 -
Plastic Limit, 22
1Plasticity Index 33 » « r j WET DENSITY »
;Sand Content = 3.5Z »
110 Classification = CH f'..
t , _
d 100 i-- ._ - - �— _ _... .........
� T
a � � � Io •8a rd$
DRI' DENSITY
90 �---_ �._.,._--�--�---- '---171 �--.. ..J_«_,-�..__,_-
A
80.x----�- ---
iRgceivgd»Mo�sture }4.A F « i + »
li Optimum Moisture 22 T1 t I 1
j Max Dry Density = 97.4 Pcf i t
1
0 5 10 15 20 25 30
2 - Ferco Rental
2 - City Engineer
File: I
MOISTURE
(Percent of Dry Weight)
Respectfully submitted,
GEOTECHNICAL SERVICES, INC.
BN+.%i
y e ee ' en,6�•�
e
GEOTECHNICAL SERVICES, INC.
CONSULTING GEOTECHNICAL ENGINEERS AND GEOLOGISTS
I:0ISOLIMFOUR1HS1114LE1 • SALINA,IVWSAS67401 • (913)W79VII Date 15 Sept 1987
tH I CA S IN AMFS, IDWA, OMAHA, LINCOLN. AND GRAND ISLAND. NI BMW Lab No. A-117
TEST REPORT Job No. 455ASA15
Test Mede (or Ferco Rental
Project Seitz Drive Location Salina, Kansas
Contractor Ferco Rental Architect or
Engineer
Semple of
Light
Yellow
Brown Weathered Shaley Clafiource
Site
Road
Test Method
ASTM:
D698
Date Received
2
Sept 1987
cc:
File:
MOISTURE - DENSITY COMPACTION CURVES
130 1-._.- - •—^ —rr-
'Liquid Limit = 41 } aro
!Plastic Limit = 19 Ia s 9Yr y
'Plasticity 1.. dex, = 22
y
Sand Conten = 28.q.%
, y WET DENSITT , ,
120 !Classificat3on�rtCL
{ a
110
. ;
-DRY DENSITY 9
Cr G 1
! e a
100 �. _ ..__ _�__ �--�--F.... �-•----- w- _.__......._a...._.�.__,—.r._..._.-.._-.Q1,
100 '
90
_
Received Mo sture
910 % jl
V I 1
{ Optimum Mo sture
15J4 %
I
. , r
tt
, . t
i
Max. Dry,D,nsity
11013,pcf + a . .
. 1 a
0 5
10 15
20 25 30
MOISTURE
(Percent of Dry Weight)
Respecttully submitted,
2 - Ferco Rental
GEOTECHNICAL SERVICES, INC.
2 - City Engineer
//
By�2^4M l Ir7.Y�^ Ay
1
GEOTECHNICAL SERVICES, INC.
CONSULTING GEOTECHNICAL ENGINEERS AND GEOLOGISTS
139SOU114FOUR11/S7RCET • SALINA.KANSAS 674n1 • 19171(1779:181 Da to
Of f O -S IN AMES. IOWA OMAN& LINDDLN. AND GRAND ISLAND, Nf:ORASKA Lab No
TEST REPORT Job No
15 Sept 1987
A-118
455ASA15
Test Made for
Ferco
Rental
Ptojeet
Seitz
Drive
Location Salina, Kansas
Contractor
Ferco
Rental
Architect or
Engineer
Sample of
Reddish Brown Silty Clay
Source Borrow Area
Test Method
ASTM:
D698
Date Received 2 Sept 1987
1 cc:
MOISTURE - DENSITY COMPACTION CURVES
130
i
H
i Liquid Limit=
40
rPla' is Limit»
- 18
A r L »
°ids
Plasticity Index
= 22J,
'. Sand Conten
= 15.2
TJ
r' (WAP
10
120 Classificatkon
—�.
= CL j
WET
DENSITY
;.
.
+
i
110
Q
DO PENSITY
100
me
..,
t Received Mgisture 10.2 %
Optimum Moisture »1r1♦.4» %»
i Max. Dry Density 107.6 pcf
:::}
0 5 10 15 20 25 30
2 - Ferco Rental
2 - City Engineer
File: I
MOISTURE
(Percent of Dry Weight)
Respecttully submitted,
GEOTECHNICAL SERVICES, INC.
By
i
H
me
..,
t Received Mgisture 10.2 %
Optimum Moisture »1r1♦.4» %»
i Max. Dry Density 107.6 pcf
:::}
0 5 10 15 20 25 30
2 - Ferco Rental
2 - City Engineer
File: I
MOISTURE
(Percent of Dry Weight)
Respecttully submitted,
GEOTECHNICAL SERVICES, INC.
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