HomeMy WebLinkAboutNC0001422_SUTTON GRAIN SIZE RPTS_20150805Particle Size Distribution Report
C C O O O
100
90
80
70
W 60
Z
LL
H
Z 50
W
U
0'
LJ 40
0-
30
20
10
0
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Sutton
Greenville, SC Proiect No.: J15- 5612 -03 Fiqure
GRAIN SIZE -mm
% Gravel
% Sand
% Fines
+3„
Coarse
Fine Coarse
Medium Fine
Silt
Clay
0.0
0.0
0.0 0.8
2.4 23.4
70.4
3.0
I❑
0.0
0.0
0.0 0.0
0.0 8.7
87.4
3.9
�❑
0.0
0.0
0.0 0.0
0.2 88.3
8.6
2.9
0.0
0.0
0.0 0.0
0.6 81.7
12.9
4.8
�❑
0.0
0.0
0.0 1.5
27.1 43.0
26.3
2.1
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
Boring
AB -1
3.0 -5.0
Grey silty fi. -med. SAND (SG =
2.204)
❑
Boring
AB -1
43.0 -45.0
Grey SILT (SG = 2.254)
A
Boring
AB -1
84.0 -86.0
Grey silty fi. SAND (SG = 2.695)
O
Boring
AB -1
88.0 -90.0
Grey silty fi. SAND (SG = 2.674)
❑
Boring
AB -2
6.0 -8.0
Grey silty fi.-med. SAND (SG =
2.504)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Sutton
Greenville, SC Proiect No.: J15- 5612 -03 Fiqure
W
Z
LL
H
Z
W
U
lY
W
0_
Particle Size Distribution Report
100
90
80
70
60
50
40
30
20
10
0
-z7
0:001
GRAIN SIZE -mm
%+3" % Gravel % Sand % Fines
Coarse Fine Coarse Medium Fine Silt Clay
Iv 0.0 0.0 0.0 0.0 30.6 68.9 0.5
I❑ 0.0 0.0 0.0 0.0 0.5 82.3 14.0 3.2
I❑ 0.0 0.0 0.0 0.0 0.2 84.3 10.7 4.8
�O 0.0 0.0 0.4 4.3 73.5 19.4 1.5 0.9
J'7 0.0 0.0 0.0 0.0 26.5 70.1 2.5 0.9
SOIL DATA
SYMBOL SOURCE SAMPLE DEPTH Material Description USCS
NO. (ft.)
O Boring AB -2 10.0 -12.0 Light brown fi. -med. SAND (SG = 2.685)
❑ I Boring AB -2 49.5 -52.0 Grey silty fi. SAND (SG = 2.664)
A Boring AB -2 53.0 -55.0 Grey silty fi. SAND (SG = 2.685)
O Boring SW -2 41.0 -43.0 Brown fi. -med. SAND (SG = 2.685)
V Boring SW -2C 43.0 -45.0 Brown fi.-med. SAND (SG = 2.675)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Sutton
Greenville, SC Proiect No.: 715- 5612 -03 Fiqure
Particle Size Distribution Report
c c c c�0 a ° N M ° c°o ° a N
100 Y - -" -
I
I I I I I I
I I I I I I I I I I I I
I I I I I I I I I I I I
-I
90 I I I I I I I I I I I I I
I I I I I I I I I I I 11 I I
I I I I I I I I I I I I I
I I I I I I I I I I I I I
I I I I I I I I I I I I I I
80
I i i i i I i I I i i I i
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I i I
70 -
I I I I I I I I I I I I I
I I I I I I I I I I I I i I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
G!
L 60
LI i i i i i I i I I i I I
LL I I I I I I I I I I I I I I
� i li � li i i li i i i i i li
Z 50
W i
U
I I I I I I I I I I I I I
W 40
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I
I I I I
I I I I I
I I I I I
I I
i I
30
20
10
0 100
oho +3..
0.0
0.0
0.0
0.0
0.0
I I
I I
I I
I I
� r
I I
I I
I I
I
r
I
I I
I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I f I
I I I I I I
I I I I I I I
I I I I I I
I I I I I I
I I I I I I I
I I I I I I J
I I \ I I I I I
I I I I I I I
I I I I I I
I I I I I I
I II I I I I
I I I I I
I I I I I I
SOIL DATA
SYMBOL SOURCE SAMPLE DE(fPjH Material Description
0 Boring AW -5E 148.0 -150.0 Dark grey clayey fi. SAND (SG = 2.685)
❑ Boring CUB 8 40.0 -41.0 Dark grey fi. sandy CLAY (SG = 2.655)
A Boring MW -23E 145.0 -147.0 Dark grey clayey fi. SAND (SG = 2.675)
O Boring SMW -04C 38.0 -42.0 Brown fi. -co. SAND (SG = 2.665)
17 Boring SMW -05C 41.0 -43.0 Brown fi. -co. SAND (SG = 2.665)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Sutton
Greenville, SC Proiect No.: J15- 5612 -03
Filaure
Clay
16.3
37.9
18.5
0.3
1.1
USCS
GRAIN SIZE -mm
% Gravel
% Sand
% Fines
Coarse
Fine
Coarse
Medium
Fine Silt
0.0
0.0
0.0
0.3
56.2 27.2
0.0
0.0
0.0
0.6
14.0 47.5
0.0
0.0
5.1
0.0
23.8
0.0
63.7
52.8 28.7
6.7 0.4
0.0
0.0
0.2
20.2
67.7
9.8 1.0
SOIL DATA
SYMBOL SOURCE SAMPLE DE(fPjH Material Description
0 Boring AW -5E 148.0 -150.0 Dark grey clayey fi. SAND (SG = 2.685)
❑ Boring CUB 8 40.0 -41.0 Dark grey fi. sandy CLAY (SG = 2.655)
A Boring MW -23E 145.0 -147.0 Dark grey clayey fi. SAND (SG = 2.675)
O Boring SMW -04C 38.0 -42.0 Brown fi. -co. SAND (SG = 2.665)
17 Boring SMW -05C 41.0 -43.0 Brown fi. -co. SAND (SG = 2.665)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Sutton
Greenville, SC Proiect No.: J15- 5612 -03
Filaure
Clay
16.3
37.9
18.5
0.3
1.1
USCS