MF-VC-13-01
MF-VC-13-02
MF-VC-13-03
MF-VC-13-04
MF-VC-13-05
MF-VC-13-06
MF-VC-13-07
MF-VC-13-08
MF-VC-13-22
MF-VC-13-23
MF-VC-13-11
MF-VC-13-12
MF-VC-13-15M
MF-VC-13-16M
MF-VC-13-19M
MF-VC-13-18M
MF-VC-13-21
MF-VC-13-24
MF-VC-13-31N
MF-VC-13-32N
MF-VC-13-10M
MF-VC-13-09M
JCVC-06-04
JCVC-06-05
JCVC-06-06
JCVC-06-07
JCVC-06-07A
JCVC-06-08
VIBRACORE LOCATIONS
Mr. Chester Hedderman, PE, PLS
HVJ Report No. HG1315380
December 19, 2013
Cohesionless Samples from Vibrocore Borings- Lab Tests Summary
Boring
Depth
(Feet)
Munsell
Color
% Ret
#4
% Pass
#200
% Pass
#230
D
50
(mm)
Classification
MF-VC-13-04
5-10
Top
5/2
(2.5Y)
0.0
3.7
2.6
0.22
Grayish Brown Poorly
Graded Sand (SP)
MF-VC-13-04
5-10
Bottom
5/2
(2.5Y)
0.0
5.0
3.6
0.21
Grayish Brown Poorly
Graded Sand (SP)
MF-VC-13-04
12-15
4/1
(2.5Y)
0.0
23.2
12.9
0.14
Dark Gray Silty Sand (SM)
MF-VC-13-11
1-3.4
6/4
(7.5YR)
0.0
32.5
20.3
0.10
Light Brown Silty Sand
(SM)
MF-VC-13-11 6.4-7.25
6/4
(7.5YR)
0.0
48.5
30.4
0.08
Light Brown Silty Sand
(SM)
MF-VC-13-11
12-12.8
5/1
(2.5Y)
0.0
23.5
10.5
0.12
Gray Silty Sand (SM)
MF-VC-13-22
2-4
5/1
(2.5Y)
0.0
36.4
21.6
0.89
Gray Silty Sand (SM)
MF-VC-13-23
4-5
6/2
(2.5Y)
0.0
31.7
20.5
0.12
Light Brownish Gray Silty
Sand (SM)
MF-VC-13-23
6.2-10
Top
6/2
(2.5Y)
0.0
5.5
3.9
0.18
Light Brownish Gray
Poorly Graded Sand (SP)
MF-VC-13-23
6.2-10
Bottom
6/2
(2.5Y)
0.0
5.0
3.7
0.18
Light Brownish Gray
Poorly Graded Sand (SP)
MF-VC-13-23
13.6-15
5/1
(2.5Y)
0.0
7.0
4.8
0.20
Gray Poorly Graded Sand
(SP)
MF-VC-13-23
15-18.9
5/1
(2.5Y)
0.0
3.3
2.5
0.25
Gray Poorly Graded Sand
(SP)
Cohesive Soils From Vibrocore Borings: Two (2) cohesive soil samples obtained from the vibrocore
borings were delivered to HVJ for classification and testing. Sieve analysis with hydrometer test
results are presented in Plates 69 and 70. The results are presented below:
Cohesive Samples from Vibrocore Borings- Lab Tests Summary
Boring
Depth
(Feet)
Munsell
Color
Moisture
Content
(%)
Liquid
Limit
(%)
Plasticity
Index
(PI)
Hand
Penetrometer
(tsf)
Classification
MF-VC-13-02
0-4
5/4
(2.5Y)
21.3
33
12
0.25
Soft, Light Olive
Brown Sandy Lean
Clay (CL)
MF-VC-13-07
0-1.6
6/4
(2.5Y)
24
48
28
1.25
Very Stiff, Light
Yellowish Brown
Lean Clay (CL)
LOG OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
-30
-35
-40
-45
-50
-55
-60
MOISTURE
0.5
1.0
1.5
2.0
LIQUID LIMIT
= Hand Penet.
98.6
Light Yellowish Brown, Very Stiff Lean Clay
(Munsell 6/4 2.5Y)
ELEV.
DEPTH,
FEET
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
LOG OF BORING
PLASTIC LIMIT
Project No.: HG1315380
Elevation: -25.9 feet
Station: --
Offset: --
D50, MM
0
5
10
15
20
25
30
35
= UU Triaxial
Date: 11/1/2013
Northing: 13,788,102.0
Easting: 3,480,590.0
Project: McFaddin NWR Sand Source Investigation
Boring No.: MF-VC-13-07
Groundwater during drilling: ---
Groundwater after 24hrs: ---
% PASSING
NO. 200 SIEVE
Shear Types:
SOIL/ROCK CLASSIFICATION
PLATE 7
10
20
30
40
50
60
70
80
