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- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 6
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 8
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 9
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 25
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 26
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 31
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 32
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 33
- 21.14.259 FInal Logs BW1, 2, 3, RW-1, 1A, and 3 34
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0
5
10
15
20
25
30
35
Very loose dark gray SILTY SAND (SM)
w/ clay pockets, shell fragments & rocks
Stiff reddishbrown, tan & gray FAT CLAY (CH)
w/ ferrous nodules, sand parting & pockets
Stiff reddishbrown, tan & gray SANDY FAT CLAY
(CH)
w/ ferrous nodules, calcareous pockets & disturbed
Very stiff reddishbrown, gray & tan FAT CLAY (CH)
w/ bioturbation, sand pockets, calcareous pockets &
shell fragments
Firm reddishbrown SILTY CLAY (CL)
w/ calcareous nodules
Firm reddishbrown, tan & gray SANDY LEAN CLAY
(CL)
w/ calcareous pockets & sand pockets
-stiff & ferrous nodules @ 18'-20'
Medium dense reddishbrown CLAYEY SAND (SC)
Dense reddishbrown SILTY SAND (SM)
w/ rocks
Bottom @ 30'
(P)2.25
(P)2.50
(P)4.25
(P)1.00
(P)1.75
(P)2.25
WOH/
18"
6/6"
7/6"
13/6"
6/6"
14/6"
21/6"
34
23
29
22
22
23
24
104
103
112
102
53
31
31
13
1.44
0.81
15
15
5
7
37
92
36
34
TOLUNAY-WONG
ENGINEERS, INC.
LOG OF BORING R-3
PROJECT: Oliver Point and Oliver Reef Restoration Project
CLIENT:
Matagorda County, TX
COMPLETION DEPTH:
30 ft
NOTES: Water Depth at 4' @ 8:15am.
Boring backfilled with soil cuttings.
SPT Hammer Type: Safety Hammer Drilling Equipment: Patoon rig
DATE BORING STARTED:
10/21/2022
DATE BORING COMPLETED:
10/21/2022
LOGGER:
Calib Wild
PROJECT NO.:
21.14.259
Page 1 of 1
ELEVATION (FT)
---------------------------
DEPTH (FT)
SAMPLE TYPE
SYMBOL
MATERIAL DESCRIPTION
COORDINATES:
SURFACE ELEVATION:
DRILLING METHOD:
Dry Augered:
to
Wash Bored:
to
(P) POCKET PEN (tsf)
(T) TORVANE (tsf)
STD. PENETRATION
TEST BLOWCOUNT
N60
MOISTURE
CONTENT (%)
DRY UNIT WEIGHT
(pcf)
LIQUID LIMIT
(%)
PLASTICITY
INDEX (%)
COMPRESSIVE
STRENGTH (tsf)
FAILURE STRAIN (%)
CONFINING
PRESSURE (psi)
PASSING #200
SIEVE (%)
OTHER TESTS
PERFORMED
0'
30'
28.643598075°
96.239817869°
N
W
12
1.75
CL
20.4
112.7
30
18
12
15
1.50
Gray and brown LEAN CLAY with SAND
CL
28.0
96.6
1.50
14.8
7.0 Multiple
shear
18.5
23.5
Reddish-brown SILTY SAND
SM
24.5
33.6
28.5
30
R-1
0
0.5
3.5
5
R-1A
0
0.5
Brown SANDY LEAN CLAY
CL
49.0
51.5
3
6
3.75
Reddish-brown and gray LEAN CLAY with SAND,
ferrous
CL
22.6
106.6
40
18
22
2.34
12.1
5.0 Bulge
8
9
12
15
2.75
Reddish-brown LEAN CLAY with SAND
CL
23.5
99.9
1.28
9.0
7.0 Multiple
shear
18.5
23.5
Tan SILTY SAND
SM
24.2
33.2
28.5
29
30
R-3
0
0.5
Gray and brown CLAYEY SAND; shell fragments
SC
33.7
37.0
3
6
2.50
Reddish-brown and gray LEAN CLAY with SAND
CL
22.7
104.3
1.44
14.8
5.0 Multiple
shear
9
2.00
CH
28.8
102.8
53
22
31
12
2.50
CH
21.8
111.6
91.8
15
2.00
Reddish-brown LEAN CLAY with SAND;
calcareous
CL
21.9
101.8
31
18
13
0.81
15.0
7.0 Multiple
shear
TOLUNAY-WONG
ENGINEERS, INC.
SUMMARY OF LABORATORY TESTS
Project No. 21.14.259
Client: Matagorda County, TX
Project: Oliver Point and Oliver Reef Restoration Project
Our letters and reports are for the exclusive use of the CLIENT. This document shall not be reproduced, except in full, without our prior written approval.
Boring
No.
Sample
No.
Depth
(ft)
Pocket
Pen.
(tsf)
Torvane
(tsf)
Soil Description
USCS
Water
Content
(%)
Dry
Density
(pcf)
Liquid
Limit
Plastic
Limit
Plast.
Index
Finer than
#200 Sieve
(%)
pH
Lab Vane
Shear
(tsf)
Uc/UU.
Compr.
(tsf)
