Document pm8nbjOd2jp6QB5zExyNGKDg7
310 Bonk Sfmei Decatur, Alabama 35601 256.353.291D tsla 256.353.3944 lax w w w .TTU NC.com
geotechnical
mm
a n a l y t i c a l * m a t e r i a l s * e n v i r o n m e n t a l ........................................ ....... --
Decatur. Florence . Montgomery . Tuscaloosa ALABAMA Albany. Valdosta GEORGIA
TRANSMITTAL
TO: Weston Solutions, inc.____________ DATE:
August 5. 2005______
1625 Pumohrev Ave_____________ TTL JOB NUMBER:
020504-041
Auburn. AL 36832_____________ __ ATTN:
Mr. Tim Frinak________
PROJECT:
Reference No. 02181-129-081-0001
_______________ Decatur. AL____________
WE ARE SENDING YOU;
Ld
il.i.i arZ^.arA^.CfrIiiViiVfi-If1^ Irti
UNDER SEPARATE COVER
46 Grain Size Distribution with Hydrometers for samples listed on Weston Solutions Chain of Custody / Analysis Request Form dated 01/28/05 (copy attached)_________________________
REMARKS:
F:\2G04\02O504\041 - Weston - Lab Testing\December 2004 - tabwork\4?h TRN - T.Ftinak.wpd
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE / of < r
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari emi3il: i.kesariiSwestonsoiutions.corr1
Project Name; Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Client Sample Identification | DF9 SS 0001 0 0000 DF09 SS 0001 0 0003 DF9 s s 0002 0 0000 DF09 s s 0002 0 0003 DF9 s s 0003 0 0000 DF09 s s 0003 0 0003 DF09 s s 0004 0 0000 DF09 s s 0004 0 0003 DF09 s s 0005 0 0000 DF9 s s 0005 0 0003
Collection
Date
1/27/2005 1/27/2005 1/27/2005 1/27/2005 1/27/2005 1/27/2005 1/27/2005 I 1/27/2005 1/27/2005 1/27/2005
Collection
Time
8:30 8:40 8:25 8:30 8:55 9:00 8:00 8:05 8:30 8:35
X X X X X X X X X X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
CHAIN OF CUSTODY
JReli n g u is h G d M y /
Date
f/
Cooler ID No.:
T im e
Received By:
i/
C ooler Temp. (C):
Date Time
i.//trf/o
Conduct Hydrometer Test if Warranted,
Comments 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
X X X X X X X X X X
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary
Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE 2i of 7^
PROJECT INFORMATION Client: Weston Solutions, Inc,
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari emiai!: i.kesariiswestonsetlutions.com
Project Name: Reference No:
Decatur, Alabama 02181-129-081-000 1
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Client Sample Identification DF06 SS 0001 0 0000 DF6 SS 0001 0 0003 DF6 s s 0002 0 0000 DF6 s s 0002 0 0003 DF06 s s 0003 0 0000 DF6 s s 0003 0 0003 DF06 s s 0004 0 0000 DF06 s s 0004 0 0003 DF06 s s 0005 0 0000 DF06 s s 0005 0 0003
Collection Collection
Date
Time
27-Jan~05 9:35
27-Jan-05 9:45
27-Jan-05 9:45
27-Jan-05 9:55
27-Jan-05l 9:45
27-Jan-05l 9:50
27-Jan-05 10:10
27-Jan-05 10:15
27-Jan-05 10:25
27-Jan-05 10:35
X X X X X X X X x; x;
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
CHAIN OF CUSTODY
Cooler ID No,:
Relinquished^
Patq Time
// /m jr /ZocD
Received By:
TTC
Cooler Temp. (C):
Date Time
/Zo
Conduct Hydrometer Test if Warranted.
Comments 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
X X X X
0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
X X X X X X
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: __ Sample Results Only __ Add Case Narrative _ _ Add Quality Control Summary Add Calibration Summary
__ Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-291
P A G E J o f _T
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Sampler;
T Frinak, A Murphy 256-552-6189
Project Manager: Jai Kesari email: j.kesariSiwestonsolutions.com
Project Name; Reference No:
Decatur, Alabama 02181-129-081-0001
P.O. #: Quotation #:
SAMPLE ANALYSIS
ExyLIMS #
Client ^Sample Identification
DF8b SS 0001 0 0000
DF8b SS 0001 0 0003
DF8b ss 0002 0 0000 DF8b ss 0002 0 0003 DF8b ss 0003 0 0000 DF8b ss 0003 0 0003 DF8b ss 0004 0 0000 DF8b ss 0004 0 0003 DF8b ss 0005 0 0000 DF8b ss 0005 0 0003
Collection Collection
Date
Time
27-Jan-05 11:25
27-Jan-05 11:35
27-Jan-05 11:15
27-Jan-05 11:25
27-Jan-05 11:45
27-Jan-05 11:55
27-Jan~05 10:20
27-Jan-05 i 11:25
27-Jan-05 ! 11:35
27-Jan-05 ! 11:40
S
oOk
Eo
o
*6.
aot
c
3c
oo
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
Grab Sample
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
CHAIN OF CUSTODY
Cooler ID No.:
Relingu>J%LBy:
Date, Time
/A&jC /2o&
Received By:
TT'l
Cooler Temp. (C):
Date Time
f//zgf/ /Z.
Conduct Hydrometer Test if Warranted.
ANALYSES REQUESTED
&
E o
fl*
O0NT
Comments 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
g O X X X X X X X X X X
PROJECT REQUIREMENTS
I
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary
Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE f o f f
PROJECT INFORMATION
Client: Weston Solutions, Inc. 1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari emtsii: i.kesan(a>westonsolutions.corri
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
ISampler:
T Frinak, A Murphy 256-552-6189
P .O .# : Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Client Sample Identification DF14 SS 0001 0 0000 DF14 SS 0001 0 0003 DF14 SS 0002 0 0000 DF14 SS 0002 0 0003 DF14 SS 0003 0 0000 DF14 SS 0003 0 0003 DF14 SS 0004 0 0000 DF14 SS 0004 0 0003 DF14 SS 0005 0 0000 DF14 SS 0005 0 0003
Collection
Date
27-Jan-05 27-Jan-05 27-Jan-Q5 27-Jan-05 27-Jan-05 27-Jan~05 27~Jan-05 27-Jan-05 27-Jan-05 27-Jan-Q5
Collection
Time
13:55 X ] 14:05 " x i 14:30 " x j 14:35 X 14:10 X 14:15 X 14:30 X 14:40 X 14:00 X 14:10 X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
CHAIN OF CJJSTODY
Cooler ID No.:
Ruling
Date Time
Received By:
S'
Cooler Temp. (C):
Date Time
'/2&
Conduct Hydrometer Test if Warranted.
Comments 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
X X X X X X X X X X
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary
Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE
of 5-""
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bidg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari ernieil: LkesariiSDwestonsolutions.corri
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler: _
T Frinak, A Murphy 256-552-6189
SAMPLE ANALYSIS
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
ExyLIMS #
Client Sample Identification DBKG SS 0001 0 0000 DBKG SS 0001 0 0003 DBKG SS 0002 0 0000 DBKG SS 0002 0 0003 DBKG SS 0003 0 0000 DBKG s s ; 0003 0 0003
C o lle ctio n
Date
27~Jan~05 27-Jan-05 27-Jan-05 27-Jan-05 27-Jan-05 27-Jan-05
Collection
Time
15:30 15:40 15:55 16:05 15:45 15:50
X X X X X X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
Comments 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES 0-3 INCHES 3-6 INCHES
X X X X X X
CHAIN OF CUSTODY
Cooler ID No.:
Relinqyi^hrgd
Pate, Time
tA&cx
Received By: e rre .
Cooler Temp. (C): | Date ,, Time
/ / ^ 4<
Conduct Hydrometer Test if Warranted.
PROJECT REQUIREMENTS
Results Deadline: Laboratory Report Options:
Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other:
GRAIN SIZE DISTRIBUTION
7/21/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse [ medium
fine
I
*w oil. i u n U Ln I
Sample ID
DF09-SS-1 -0-0000
Description
% Slit - 28.2 % Clay - 28.5
Sampled by: Client
Sample Location: onsite
wc {%) LL
Date Sampled; PL PI Cc
1/27/2005
Cu I D100 I D60 I D30 I 4.7 I 0.1 I 0
D10 I %Grave! %Sand
I 0.0
43.3
SIEVE ANALYSIS RESULTS
goiislma!
M M J ita
anaSyli cai malpriais * eitvijonmentat
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt I %C!ay
56.7
F:\2 0 0 4 \0 2 0 5 0 4 \0 4 1 -W E -1 \S O iL 2 .G P J
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SS-001 -0-0003
Description
% S ilt - 32.1 % Clay - 28.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc {%) LL PL PI Cc Cu D10
D60
D30
D10 %Gravel %Sand
9.5 0.1
0.0 39.9
SIEVE ANALYSIS RESULTS
(e o U ifu m a i - a na lytical * H t f ia 'i - samonnsensal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
60.1
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SS-0002-0-QQ00
Description
% S ilt - 32.3 % Clay - 33.0
Sampled by: Client
Sample Location; onsite
Date Sampled: 1/27/2005
wc (%} LL PL PI Cc Cu D10
D6
D3
D10 %Gravel %Sand
4.7 0.0 34.7
SIEVE ANALYSIS RESULTS
y :
geo t sr hni car aaaj U ai . mat er i al s - iiiFOfrmefstai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
85.3
P^)4\020504W^^
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
SAND coarse j medium
fine
SILT OR CLAY
Sample ID
DF9-SS-02-0-0003
Description
% Silt -30.4 % C lay-31.0
Sampled by: Sample Location:
Client onsite
WC(%)
Date Sampled; LL I PL
j!
"O oo
o
T"
1/27/2005
Cu I D100 I D60 I D3 | D10 %Gravel %Sand 0.0 38.6
SIEVE ANALYSIS RESULTS
co ts In j <aI
.. t afiatfii<at ' materials envsrorsmtntan
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt I %Clay
61.4
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 S E V E ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAN SIZE IN MILLIMETERS
SAND ___ ______
coarse j medium
fine |
on t r io
av 1
Sample ID
DF09-SS-0003-0-0000
Description
% S ilt - 34,7 % Clay - 28.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravei %Sand
4,7 0.1
0.0 37.3
***'v*y? .rr
'I1'
geot et hni cai abaiy t i t aS - r a t i f i a i s - et tvsronmtrsi al
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt I %C!ay
62.7
F:V2004\020504^041 -W E-1 \SO iL2.GPJ
GRAIN SIZE DISTRIBUTION
7/21/05 Repori;2003 SIEVE ANALYSIS
COBBLES
GRAVEL fine
GRAIN SIZE IN MILLIMETERS
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SS-0003-0-0003
Description
% S ilt - 33.1 % Clay - 33.5
Sampled fay: Client
Sample Location: onsite
Date Sampled: 1/27/2005
Cc Cu D100
D6
D3
D10 %Gravel %Sand
9.5 0.0 33.4
SIEVE ANALYSIS RESULTS
g e a ie d u m a * a n a if t it a i > a aie n s is * envijonm entaS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
66.6
F:\2004\0205Q4\041 -WE~ 1\SOM..Z.G PJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SS-0004--OO
Description
% S iit - 32,9 % Clay - 28.0
Sampled by: Client
Sample Location: onsite
wc {%}
Date Sampled: 1/27/2005
PL PI Cc Cu D100
D60
D30
D10 %Grave! %Sand
0.1 0.0 39,1
SIEVE ANALYSIS RESULTS
- ,/Vsrep
gestechnics! - a a a ly lita ] * ^ a tc ria U iriv iro n ra tn ta i
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
60.9
Fj \2004\020504\041^W E ^S O fL2(GPJ|_ ^
GRAIN SIZE DISTRIBUTION
8M/Q5 Reporfc203 SIEVE ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium j
fine
SILT OR CLAY
Sample ID
DF09-SS-0QQ4-0-0003
Description
% S ilt - 30.4 % Clay - 26.0
Sampled by: Sample Location:
Client onsite
wc (%) LL
Date Sampled: PL PI Cc
1/27/2005
Cu D100
9.5
I
j
D60
0.1
D3 I D1 j %Gravel %Sand
0I
j 0.1
43.5
SIEVE ANALYSIS RESULTS
geo i et !h ita !
y
M
aneI yt i t af m ate rials e n v ironraenisI
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
56.4
F:\2004\Q20504\041 -W E~1\$0IL2.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SIEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SS-005--00
Description
% S ilt-31,3 % C lay-30.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc {%} LL PL PI Cc Cu D100 D60 D30 D10 %Gravel %Sand
4.7 0.1
0,0 38.7
SIEVE ANALYSIS RESULTS
g e o ie th fH ca i - asia I f t l( aI * ro a te n a b - ts v ir c n m t n ia i
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
61.3
F:\2Q04\Q205Q4\041-WE~1\SQ1L2.GFJ
GRAIN SIZE DISTRIBUTION
8/4/05 Repo ft:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SS-0005-0-G3
Description
% St - 31.0 % C la y -36.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100 D6 D30
D10 %Gravel %Sand
4.7 0.0 33.0
SIEVE ANALYSIS RESULTS
3olefhnica3 * anayitaP soIsrtis - enms!Mae#tai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
67.0
F:\2Q04\0a05Q4\04 i-W E ~ 1 \S 0 il2 .G P J
GRAIN SIZE DISTRIBUTION
IF.:.\..2.0..04\020--5..0..4\..0..4.1.-WE~1\SOIL2.GPJ ... ....8/4i/05 Report;2003 SIEVE ANA--LYSIS
COBBLES
GRAVEL coarse | fine
GRAIN SIZH IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DFQS-SS-01--0Q
Description
% Silt - 27.5 % Clay - 33.0
wc(%} LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client onsite 1/27/2005
Cu D100
9.5
D6 D3 D10 %Gravel %Sand I %Si!t %Clay
0.1
0.3 39.2
60.5
SIEVE ANALYSIS RESULTS
J *f ,-v:
g e o U th n ita i * ana l a i c a l - materials - enmoismeBtal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
GRAIN SIZE DISTRIBUTION
100
95
90
85
80
75
70
65
in
2 60
UJ
5 V03 55
C
LZU 50
U-
F~ 45
LU
a; LCUL
35
U.S. SIEVE OPENING IN INCHES
U S. SIEVE NUMBERS
n-- I I T1 'f CMcp i rnr
L_ ' 1
\
\\i\\..L\\\--\.^
[
M\ \l
30
25
20
15
10
5
0 100
10
1 0.1
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium
fine
HYDROMETER
< V
V1
l\ \
Lsl.
0.01 0.0
SILT OR CLAY
8/4/05 Report:2003 SIEVE ANALYSIS
F;t2QQ4W504V041-WE~1\SOiL2,GPJ
Sample ID
DF06-SS-O1-0-G3
Description
% Silt - 37.7 % Clay - 23.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D10
D60
D30
D10 %Gravel %Sand
12.5 0.1
0.1 39.2
SIEVE ANALYSIS RESULTS
g e o t i i h r s i t a i - a n a i j i i c a l - a; ate n a i s s i m t o i t s u a U l
Client: Weston Solutions Project; 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sift %Clay
60.7
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF6-SS-00G2-0-000
Description
% S ilt-36.8 % Clay -19.0
wc (%)
Sampled by: Sample Location:
Date Sampled: PL PI Cc
0.51
Client
onsite
1/27/2005
Cu D100
67.20
9.5
D60 D30 D1 %Gravel %Sand
0.1 0.2 44.0
SIEVE ANALYSIS RESULTS
A4
g e o U t hs K a t - analyitca! I f i i j i s - etivifORmtata!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
55.8
F:\2 0 04\0 2 0 5 0 4 \0 4 1 -W E -1 \S Q IL 2 .G P J
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF06-SS-002-0-003
Description
% S ilt - 32.0 % Clay - 24.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc <%) LL PL PI Cc Cu D100
D6
D30
D10 %Gravel %Sand
4.7 0.1
0.0 43.5
SIEVE ANALYSIS RESULTS
geotechnics * a n S y t i c S maU r j ai s eimranmeMal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Ciay
56.5
FA2&25Q^^
GRAIN SIZE DISTRIBUTION
SS IV N V 3 A31S eOOZ'-JOclaa so/WS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium |
fine
SILT OR CLAY
Sample ID
DF06-SS-03--000
Description
% SM -38.1 %C lay-17.0
Sampled by: Client
wc {%) LL
Sample Location:
Date Sampled:
PL I PI 1
Cc
0.40
onsite
1/27/2005
Cu D100 I
91.83
9.5 !s
D6 D3Q D1 ! %Gravel I %Sand I
0.1 0
0 I 0.1 I 44.8 I
SIEVE ANALYSIS RESULTS
%Silt | %Clay
55.1
3i o i e hnh ai
J& . .Y .
sna^y\iai matufiis tmitefsmeaai
Client; Weston Solutions Project; 3M - Borings Location: Decatur, AL Project Number: 020504-041
F dO T T iO s ~3M n m i '
05020\ i ' O ^ d
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF6-SS-003-0-0003
Description
% S ilt - 33.8 % Clay - 26.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc(%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel ! %Sand
9,5 0.1
0.3 39.4
SIEVE ANALYSIS RESULTS
((oH slifliia!
Jr m
asu 1 t i <a( m a te ria ls e n m o is flitiita i
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
60.3
F :\2Q Q 4\0 20504\041 -W E ~ 1\S O II2 .G P J
GRAIN SIZE DISTRIBUTION
7/21/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
I DF06-SS-0004-0-0000
Sample ID
Description
% S ilt -29.6 % Clay -33.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL ! PI I Cc Cu D10
D60
D3
D10 %Gravel %Sand :
'-m ug** . w r i V
jggy jjBp
/ * .. :\ t
9o iehF 5ial - art a! y I cb m a u r is ls - envireitm enas
9.5 0U*.1I ___ U2___ ji
U0-.0U V37i .4
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
I
% s i i t _ _ %Clay
62.6
F :\2 0 0 4 y 0 2 0 5 0 4 W 1 -W E --1 \S O lL 2 -G P J
GRAIN SIZE DISTRIBUTION
8/4/05 Report :2003 SIEVE ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF06-SS-00Q4-0-00Q3
Description
% S ilt - 32.7 % Clay - 28.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D10
D60
D3
D10 %Gravel %Sand
4.7 0.1
0.0 39.3
SIEVE ANALYSIS RESULTS
fT*-
g e a t e t h a i t a i * as a jf i it al mat er i al s * ermtssinaerUai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
60.7
F:\2 0 0 4 \0 2 0 5 0 4 \0 4 1-W E ~ 1 \S 0 iL 2 .G P J
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF06-SS-0005-0-0000
Description
% S ilt-35,1 % C la y -18,0
Sampled by: Client
Sample Location: onsite
Date Sampled; 1/27/2005
w c {%) LL PL Pi Cc Cu D100
D60
D30
D10 %Gravel %Sand
4.7 0.1
0.0 46.9
SIEVE ANALYSIS RESULTS
g iG tt h f tic a i * ana I yt <aI * saie ria I ; e n v iro m tie fila l
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Glay
53.1
F:\20G4\Q205Q4\041-WE~nSQlL2.GPJ
GRAIN SIZE DISTRIBUTION
9/4/05 Report:20Q3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF06-SS-0005-0-03
Description
% S ilt-33.5 % C lay-31.0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/27/2005
wc {%) LL PL PI Cc Cu D100
D6
D30
D10 %Gravei %Sand
4.7 0.0 35.5
SIEVE ANALYSIS RESULTS
gioUthakai * analytical - materials efiviionmcnta?
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%SHt %Clay
64.5
F:\2004\020504\041 -W E ~ nS 0lt2.G F J
GRAIN SIZE DISTRIBUTION
7/50/05 Report003 SIEVE ANAtYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR OLAY
Sample ID
DF8b-SS-0001 *0*0000
Description
% S ilt-48.5 % C lay-23.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc {%} LL PL PI Cc Cu D100
D60
D30
D10 %Gravei %Sand
8.0 28.6
SIEVE ANALYSIS RESULTS
mT w mW MW m
geoidsaiia! aftaiytica! maUn al eavirarReital
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
71.5
F:\2004\Qg0504\041-WE~1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
7/20S Report:2003 SSEVE A N A L Y S iS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
DF8b-SS-0001-0-0003
Sample ID
Description
% Silt - 42.4 % Clay - 29.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc{%) LL PL PI
Cc Cu
D1
D60
D3
D10 %Gravel %Sand
4.7 0.0 28.6
KtttmBBBamam
JWr
mL
mm .Jnffillliy
9c U th n U a l * a iia iy itta ! * m a te n a b - t h Ul
SIEVE ANALYSIS RESULTS
Client Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
71.4
F:V2004)20504W 1-W - 1\SOiL2,GPJ
GRAIN SIZE DISTRIBUTION
7/19/05 Repoft-,2003 SEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SS-0002-0*0000
% Silt -32.5 % C lay-36.5
Description
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/27/2005
wc {%} LL PL PI Cc Cu D100
D6
D30
D10 %Gravel %Sand
9.5 0,2 30,8
SIEVE ANALYSIS RESULTS
Ss S SMt SmL m
jta S s tH im a l a n a ly tU a i ssasanala . e a m a 8 ie u !
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay 69.0
F:\20Q4\020504\041-W E -1\SO 1L2.GPJ
GRAIN SIZE DISTRIBUTION
I*.R.e.o 'o.r.t'.2.0I03 SI--EV EI--A--N A--LY--SIS
7/20/05I .
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse medium
fine
SILT OR CLAY
Sample ID
DF8b-SS-0002~0-0G03
Description
% Silt - 39.2 % Clay - 30.0
wc{%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client onsite 1/27/2005
Cu D1D0
9.5
D60 D30 D10 %Gravel %Sand
0.1 0.6 30.1 SIEVE ANALYSIS RESULTS
eoteiiFiia! * analif!!<ai n a t e mi ; - c i m i t i i f t c * Wl
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number. 020504-041
%Silt %Clay
69.2
1..
OSlI2,G.P.IS" .1..
-..W..E-.1I\S.
O.O.4.\.O..2.0.5.O..4\..O.4.1
IF:\2
GRAIN SIZE DISTRIBUTION
7/19/05 Report:E003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
DF8b-SS-QOO3-O-O0QO
Sample ID
% S ilt-35.4 % Clay -30.0
Description
wc {%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client onsite 1/27/2005
Cu D10
2.4
D6 D3 D10 %Gravei %Sand
0.1 0.0 34.6
SIEVE ANALYSIS RESULTS
jt o U t h n io t a a iS y iia p siU ftas fcntsttsteta
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
% $rli %Cfay 65.4
F:\2004\0E05Q4\041-WE~1\SOIL2.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF8b-SS-0093-G-0Q03
Description
% S ilt - 32.1 % Clay - 36*0
Sampled by: Sample Location:
Client onsite
wc {%}
Date Sampled; 1/27/2005
PL PI Cc Cu
D100
D60
D30
D10 %Gravel %Sand
4.7 0.0 32.0
SIEVE ANALYSIS RESULTS
g e o te ifu m a l a n ljtita S * m ate rials e ttir a ataS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sllt %Clay
63.1
F:\2004Ve20504\041-WE~1\SQit2.GFJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse medium
fine
SILT OR CLAY
Sample ID
DF8b~SS-OO04-O-0OO9
% Silt - 38.3 % Clay - 32.0
Description
wc(%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client
onsite
1/27/2005
Cu D1Q
9.5
D60 D30 D10 %Gravel %Sand
0.5 29.2
SIEVE ANALYSIS RESULTS
f eo t t t hf l i t a l 3(ial]fl<a( - a a U f U i s . e n viro amen! ai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Cfay
70.3
GRAIN SIZE DISTRIBUTION
8/4/05 Fteoort:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse medium
fine
SILT OR CLAY
Sample ID
DF8b-SS-0004-0-Q003
Description
% Silt - 36.4 % Clay - 34.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL
PL
PI
Cc
Cu
D100
D60
D30
D10 %Gravel %Sand
9.5 0.2 29.4
a a aSBMmJBSBMM
m Jr J n r
t j t e U f h n i t a ! - a e s i r t i t a i * mat eri al s * envi roi i mertt ai
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
% $iit %C!ay
70.4
F:\2QQ4S520504\Q41-WE~1iSQlL2.GPJ
GRAIN SIZE DISTRIBUTION
f:\2004V020504\041 -W~1 \$ 0 L2.GPJ 7/19/05 Reporfc2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse medium
fine
SILT OR CLAY
Sample ID
DF8b-SS*O5*O-0Q0
% Sitt - 40.5 % Clay - 26.0
Description
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL Pi Cc
Client onsite 1/27/2005
Cu D100
4.7
D6 D30 D10 %Gravel
00
0.0 33.6
SIEVE ANALYSIS RESULTS
geotechnical * assl^iul iSemli imioanttRUl
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %CSay
66,5
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
I j coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF14-SS-001 -0-0000
Description
% S ilt - 37.4 % Clay - 44.0
Sampled by; Client
Sample Location; onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
9.5 0.3 18.3
rr-y z w r .KH-AWgy ,w
" :r ,i f w
geoi e: h i i aI * a n a ly f io i m a te ria ls e itiriro n m e itta l
SIEVE ANALYSIS RESULTS
Client; Weston Solutions Project; 3M - Borings Location; Decatur, AL Project Number: 020504-041
%Sitt %C!ay
81.4
F :\2 0 0 4 \0 2 0 5 0 4 \0 4 1 -W E -~ 1 \S O jt2 .G P J
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAfN S IZ E IN MILLIMETERS
SAND
coarse I medium
fine
SILT OR CLAY
Sample ID
DF14-SS-0001 -0-0003
Description
% S ilt - 34.4 % Clay - 43.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc{%) LL PL PI Cc Cu D1Q
D60
D30
D10 %Gravei %Sand
9.5 0.3 22.3
SIEVE ANALYSIS RESULTS
~"W
je o t t i h n i t a f - asuHyittas ^ a le r ia is - envi f ottme fti aI
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
77.4
F:\2Q04\02Q504\041-W E ~nS 0IL2.G FJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF14-SS-0002-0-0000
Description
% S ilt - 37.0 % Clay - 23.0
wc {%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
C lie n t onsite 1/27/2005
Cu D100
19
D60 D30 D10 %Gravel %Sand
0.1 0.8 39.2
SIEVE ANALYSIS RESULTS
w
J
gcat et hni cal > asaI y Si cal - mat er i al s * envi r onment al
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
60.0
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
................ ........SAND____________
coarse medium
fine [
en T n't av
Sample ID
DF14-SS-002-0-0003
Description
% Silt - 33.3 % Clay - 34.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL Pi Cc Cu D100
D60
D30
D10 %Gravel %Sand
9.5 0.5 32.2
SIEVE ANALYSIS RESULTS
,i
9 # U { h i m a I - a na ! ^t s< a S
matci <t s s rv i r gartt era !
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
67.3
F:\2004\02Q504\041-WE~t\SQIt2.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
line
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-SS-03-0-0000
Description
% S ilt - 20.7 % Ciay - 43.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
19 9.0 27.2
SIEVE ANALYSIS RESULTS
TW .-.i . :--w
ges technical - ana i y i t a} - material s environmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
63.7
004V020504\041-WE~'nSOiL2.GPJ
F :\2 0 0 4 T O Q 6 0 4 \0 4 1 -W E ~ 1 \S O il2 .G P J
8/4/05 Report;203 SEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium
fine
SILT OR CLAY
Sample ID
DF14-SS-0OO4--OOO
Description
% Silt -41.1 % C la y -23,0
Sampled by: Sample Location:
Client on site
Date Sampled: 1/27/2005
wc(%) LL PL PI Cc Cu D100
D6
D30
D10 %Gravei %Sand
9.5 0.1
0.2 35-7
SIEVE ANALYSIS RESULTS
,y
geoiedumai arts iy H u i materials envsrnEsiertlai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %C!ay
64,1
F:\2004\0205Q4\041-WE-1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAfN SIZE IN MILLIMETERS
I coarse j
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-SS-GOO4-0-OO3
Description
% Stit - 39.3 % Clay - 23.0
wc (%) LL
Sampled by; Sample Location;
Date Sampled; PL PI Cc
Client onsite 1/27/2005
Cu D10
4.7
D60 D3 D10 %Gravel %Sand 0.1 0.0 37.7
SIEVE ANALYSIS RESULTS
g e o t e d i t i u a ; - aa a ly i t u d - ma t e r i a l i * ene i F os me ai al
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
62.3
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-SS-0005-0-0000
Description
% Silt - 33.1 % Clay - 34.0
w c (%) LL
Sampled by: Sample Location:
Date Sampled: PL Pi Cc
CHent onsite 1/27/2005
Cu D100
9.5
D60 D30 D10 %Gravei %Sand
0.1 32.8
SIEVE ANALYSIS RESULTS
e o te th tm a ) a t ta ly lita ! * m a te ria ls e-E iiro u m e a ta!
Client: Weston Solutions Project: 3M - Borings Location; Decatur, AL Project Number: 020504-041
%Sslt %Clay
67.1
F:\2004\020504 a41-W E ~1\S Q jl2.G P J
GRAIN SIZE DISTRIBUTION
(D in o>
SISA l VNV 3A3IS SZ^ocIsy S / W 8 f d 2 1iOSU ~3MH W\WSG20\K!2Vd
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF 14-55*0005-0-0003
Description
% S ilt - 38.9 % Clay - 34.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005 wc {%} LL PL PI Cc Cu I D10 I D60 D30 D10 %Gravel %Sand
0 0.0 27.1
SIEVE ANALYSIS RESULTS
LAi-*: ."is? ./>-!>J*S--F-
j e o Ui h i t i c a i atta !y de al * a a i e n a l envi fcri nsent ai
Client; Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
72.9
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
S^ AN1 Du
medium
_________________ I
fine j
o n x r\o n 1 A V
Sample ID
DBKG-SS-01-0-0000
Description
% S ilt - 24.9 % Clay - 26.0
Sampled by: Client
Sample Location: onsite
wc (%} LL
Date Sampled: PL PI Cc
1/27/2005
Cu
12.5 j 0.3
oCO
D
oo
D30 I D1 I %Gravel %Sand
0j
j 3.5
45.6
SIEVE ANALYSIS RESULTS
g e o U t h n i t ! * aft a! y11o I - rfl steri afs * envi f anr aeai a!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sitt %Clay
50.9
GRAIN SIZE DISTRIBUTION
8/4/Q5 Report: 2003 SIEVE ANALYSES
COBBLES
GRAVEL coarse j fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DBKG-SS-01 -0-0003
Description
% Silt - 24,9 % Clay - 25.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
19 0,3
5.9 43.2
SIEVE ANALYSIS RESULTS
geot ec hni cal < as sl y Sitai - ma U r i ais - e i t s r o n me n Ul
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
50.9
F:\2004\020504\041-WE~1VSOiL2.GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium |
fine
SILT OR CLAY
Sample ID
DBKG-SS-02-0-0000
D e s c rip tio n
% Sift -16.2 % Clay - 38.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D1G0
D60
D3
D10 %Gravel %Sand
12.5 0.3
8.0 37.8
SIEVE ANALYSIS RESULTS
geoUclumai - anaiytital materials * esyitoamerUa;
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
54.2
GRAIN SIZE DISTRIBUTION
h.......... h
S iSA IVN V 3 A3 IS eOOZ^osy go/WS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DBKG-SS-0002-0-0003
Description
% Silt -12,0 % Olay - 34,0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/27/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D1 %Gravel %Sand
19 0.4
11.8 42,2
SIEVE ANALYSIS RESULTS
3o te< hicai - aRai y Si <ai m a te ria ls er mi Oi wr t eU
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt I %CIay
46.0
I
rd O S liO S \ t~ 3 M ` l M)\tt)S0S\W3Vd
GRAIN SIZE DISTRIBUTION
S^TwlJfS iQQZvS^^ofm rd'oSU~3M-1t'0\WS0ZO\W0Z\y
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND
coarse | medium
fine
SILT OR CLAY
Sample ID
DBKG-SS-0003-0-0000
Description
% S ilt-36,3 % C lay-18.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/27/2005
wc {%) LL PL PI Cc Cu D10
D60
D3
D10 %Gravel %Sand
0.69 55.18
9.5
0.1
0.1 45.6
SIEVE ANALYSIS RESULTS
e o i e d t t i t a l - an al y Ska I - mat er i al s - envi r o nme nt al
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
54.3
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2Q03 Si EVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DBKG-SS-003-0-3
Description
% S lit-43.1 % C la y -32.0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/27/2005
wc {%) LL PL PI Cc Cu D100
D60
D3
D10 %Gravel %Sand
4.7 0.0 24.9
SIEVE ANALYSIS RESULTS
g e o te ch n ica l - a n a ly tita i - ma i eci aU e n rn o ftm e ftta l
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Ciay
75.1
F:\2QQ4\020504\041 -WE ~ tiS 0 iL2.GPJ
