1992-2007 MHC Vibracore and Lab Data.pdf
PDF 10 MB Posted
- Attached to
- South Atlantic Regional Harbor Dredging Federal contract opportunity
- Solicitation number
- W912PM21B0008
About this file
This solicitation notice seeks maintenance dredging services for five harbor dredging projects along the Atlantic coast. The U.S. Army Corps of Engineers, Wilmington District requires dredging of Brunswick Harbor, Georgia with an estimated quantity of 1,500,000 cubic yards from December 15 to March 31; Savannah Harbor, Georgia with an estimated 600,000 cubic yards from December 15 to March 31; Wilmington Harbor, North Carolina with an estimated 900,000 cubic yards on a year-round basis; Morehead City Harbor, North Carolina with an estimated 800,000 cubic yards on a year-round basis; and Charleston Harbor, South Carolina with an estimated 1,200,000 cubic yards from December 15 to March 31. Interested vendors must request project plans by email. This will be a firm fixed price contract between $10-25 million. The solicitation will be issued on or around June 30, 2021. The NAICS code is 237990 and size standard is $30 million. Bidders must register in SAM to be eligible for award.
View the file
Other files for this federal contract opportunity
Show all 30
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
...\Working\Bogue\BOGUE1-63.DGN 4/11/2008 4:40:17 PM
WOLF TECHNOLOGIES, INC.
3047-4 St. Johns Bluff Road S.
Jacksonville, Florida 32246
(904) 997-1400 (Tel) . (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Depth:
Date:
Project:
Project No.:
Boring No.:
Sample No.:
Description:
Bogue Banks I 1486-01-40
LB-02-03
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark gray (SC)
49.3-49.8 3/19/03
Tare Weight, (g): 49.96 Dry Wt. Before Washing (g): 198.82 (with tare)
Dry Weight After Washing (g): 176.42 (with tare)
Sieve Size (Name)
Sieve Size (rnrn)
Weight Retained (g)
% Passing Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 5.98 95.98 100 5.98 #4 4.750 6.60 91.55 100 6.60 #7 2.800 9.23 85.35 100 9.23 #10 2.000 5.23 81.84 100 5.23 #14 1.400 5.81 77.93 98 5.69 #18 1.000 4.97 74.59 90 4.47 #25 0.710 5.33 71.01 75 4.00 #35 0.500 6.89 66.38 60 4.13 #45 0.355 8.81 60.47 5 0.44 #60 0.250 18.15 48.27 3 0.54 #80 0.180 27.19 30.01 1 0.27
#120 0.125 13.65 20.84 1 0.14 #170 0.090 6.32 16.59 1 0.06 #200 0.075 1.48 15.60 1 0.01
Total Shell Content: [ 31 % _
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1.1n , 314 1/2 318 3 4 8 a 10 14 18 '0 30 40 50 70 ' 00 140 200
100 0---':""'1i J-I r--
90 r 10
80 ""'I'.. -. 20 r-..
r--. l-
I X
X Wo '\.
W 60
40 ~
> lD lD -I 0::
0:: 1\ w til
~ 50 50 0:: «u:: 0 I U Z I W Z ~ 40 60 w o W 0::Q. W
Q.
\ 70
I
\20 80
I 90
0 I I
1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
I GRAVEL SAND
SILT OR CLAY COBBLES
I COARSE I IFINE COARSE MEDIUM FINE
Sample No. Elev. Or Depth Class ification %C03 G. Natw% LL PL PI
• 1 49.3-49.8 SAND. clayey, mostly fine-grained quartz, 31 Project Bogue Banks some carbonate, little clay, dark gray (SC)
Area
Boring No. LB-02-03
Date 3/19/03
GRADATION CURVES
ENG FORM 2087
MAY 63
3047-4 St. John s Bluff Road S.
Jacksonville, Florida 32246
Depth:
Date:
Project:
Project No.:
Boring No.:
Sample No.:
Description:
Bogue Banks I 1486-01-40
LB-02-03
SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, olive gray (SC)
52.0-52.5 3/19/03
Tare Weight, (g): 49.63 Dry Wt. Before Washing (g): 212 .18 (With tare)
Dry Weight After Washing (g): 191.16 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g)
% Passing Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 3.68 97.74 100 3.68 #7 2.800 5.38 94.43 100 5.38 #10 2.000 4.12 91.89 100 4.12 #14 1.400 5.03 88.80 98 4.93 #18 1.000 4.78 85.86 95 4.54 #25 0.710 5.08 82.73 60 3.05 #35 0.500 8.72 77.37 40 3.49 #45 0.355 16.76 67.06 3 0.50 #60 0.250 23.12 52.83 1 0.23 #80 0.180 36.41 30.43 1 0.36 #120 0.125 22.21 16.77 1 0.22 #170 0.090 4.69 13.88 1 0.05 #200 0.075 0.63 13.50 1 0.01
Total Shell Content: I~ 19 % _
• 4 3 2101/2 1 3' 4 ' /2 318 3 • • B 10 104 16 '0 30 4• 5. 7• '00 ' 4. '00 r- ....... 1 I- r-, r-, 90 <, ..... 1\
I 1'1\
1\ I -
\J:
o W 60 ;: 1\> lD a::
~ 50 u:
I
\Z W U 40 a::
w Q.
~ 30
20 \
1000 SOO 100 SO 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
I GRAVEL SAND
SILT OR CLAYCOBBLES
I ICOARS E FINE COARSE MEDIUM FINE
Sample No . Elev. Or Depth Classification O/O C0 3 G. Natw% PL PI
• 2 52.0-52.5 SAND, clayey, mostly fine-grained quartz, 19 Project Bogue Banks little carbonate, little clay, olive gray (SC)
Area
Boring No. LB-02-03
Date 3/19/03
GRADATION CURVES
ENG FORM 2087
MAY 63
LL
l- J:
t:l W;:
lD a::
w en a::
C3 o I Z w o a::
W Q.
Jacksonville, Florida 32246
Depth: 55.0-55.5 Date: 3/19103
Project:
Project No.:
Boring No.:
Sample No.:
Description:
Bogue Banks I 1486-01-40
LB-02-03
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, olive gray (SC)
Tare Weight, (g): 49.98 Dry Wt. Before Washing (g): 189.27 (with tare)
Dry Weight After Washing (g): 167.44 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g)
% Passing Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 1.97 98.59 100 1.97 #4 4.750 5.16 94.88 100 5.16 #7 2.800 10.23 87.54 100 10.23
#10 2.000 7.70 82.01 100 7.70 #14 1.400 10.14 74.73 100 10.14 #18 1.000 8.39 68.71 95 7.97 #25 0.710 6.28 64.20 85 5.34 #35 0.500 6.45 59.57 70 4.52 #45 0.355 10.24 52.21 10 1.02 #60 0.250 16.14 40.63 3 0.48 #80 0.180 18.99 26.99 1 0.19 #120 0.125 10.75 19.28 1 0.11 #170 0.090 4.65 15.94 1 0.05 #200 0.075 1.00 15.22 1 0.01
Total Shell Content: [ , 39 % ----'
• • , 2 '1·1f.l 1 31. 1/2 3Ill , • • a to 14 HI 20 30 40 3D 10 100 140 200
100 0
I r - I i'
"r\.
i'\
I
70 I '\ .- 30 l-
I J:
oJ:
:--.~ iiio iii 60 - 40 ::
> III
III \, I I a::
a:: w
I en w 50 \ 50 a::z ~ u: 0 l-
I \ o
Z I W Z ~ 40 60 w
I U W a::
D.. W
\ D..
\ 70
20 \ <, 80
10 90
0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
I GRAVEL SAND
SILT OR CLAY COBBLES I COARSE ANE COARSE MEDIUM FINE
Sample No. Elev. Or Depth Classification %CO, G. Natw% LL PL PI
• 3 55 .0-55 .5 SAND, clayey, mostly fine-grained quartz, 39 Project Bogue Banks some carbonate, little clay, olive gray (SC)
Area
Boring No. LB-02-03
Date 3/19/03
GRADATION CURVES
ENG FORM 2087
MAY 63
Jacksonville, Florida 32246
(904) 997-1400 (Tel) . (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Bogue Banks I Project No.:
Boring No.:
Sample No.:
Description: SAND, clayey, mostly fine-grained quartz, some clay, few carbonate, dark gray (SC)
Depth:
1486-01-40 Date:
LB-02-03
58.0-58.5 3/19/03
Tare Weight, (g): 49.56 Dry Wt. Before Washing (g): 184.74 (with tare)
Dry Weight After Washing (g): 131.93 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g)
% Passing Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 1.41 98.96 100 1.41 #7 2.800 1.69 97.71 95 1.61
#10 2.000 1.37 96.69 100 1.37 #14 1.400 1.54 95.55 95 1.46 #18 1.000 1.72 94.28 70 1.20 #25 0.710 2.17 92.68 55 1.19 #35 0.500 3.73 89.92 30 1.12 #45 0.355 5.28 86.01 5 0.26 #60 0.250 8.32 79.86 3 0.25 #80 0.180 18.51 66.16 1 0.19
#120 0.125 21.96 49.92 1 0.22 #170 0.090 11.27 41.58 1 0.11 #200 0.075 2.36 39.84 1 0.02
Total Shell Content: L 8 % ----'
• • 3 2 '-"2 , 31' , /2 31' 3 • • 8 10 '04 16 20 30 ' 0 50 70 ' 00 '40 200
100 -:--:---..
90 - r-, r-..- -
80 ~
1\i ...
\:r
Cl iii 60 -
> m \~ w 50
\z u:: ...
Iz w ~ 40 -w a.
20 -
I
0 I 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001
GRAINSIZEIN MILLIMETERS
I GRAVEL SAND
SILT OR CLAY COBBLES I COA RSE I FINE COA RSE MEDIUM FINE
Sample No. Elev . Or Dept h Class ification % CO, Gs Natw% LL PL PI
• 4 58.0-58.5 SAND , clayey, mostl y fine -grained quartz, 8 Project Bogue Banks some clay, few carbonate. dark gray (SC)
Area
Boring No . LB-02-03
Date 3/19/03
GRADATION CURVES
ENG FORM 2087
MAY 63
30 ...
:r o iii
40 ~ > m W <J) ~50 <::
o ...
z w60 o w a.
...\Working\Bogue\BOGUE1-63.DGN 4/11/2008 4:40:42 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 49.8-50.3 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-04 Sample No.: 1 Description:
Tare Weight, (g): 50.16
268.02 (with tare)
Dry Weight After Washing (g): 247 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 11.20 94.86 100 11.20 #4 4.750 15.97 87.53 80 12.78 #7 2.800 16.18 80.10 95 15.37 #10 2.000 10.06 75.48 90 9.05 #14 1.400 10.59 70.62 80 8.47 #18 1.000 8.99 66.50 80 7.19 #25 0.710 9.17 62.29 65 5.96 #35 0.500 13.63 56.03 5 0.68 #45 0.355 17.32 48.08 3 0.52 #60 0.250 20.72 38.57 1 0.21 #80 0.180 29.76 24.91 1 0.30 #120 0.125 20.29 15.60 1 0.20 #170 0.090 9.51 11.23 1 0.10 #200 0.075 1.72 10.44 1 0.02
Total Shell Content: 33 %
Dry Wt. Before Washing (g):
SAND, poorly-graded with silt, mostly medium to fine-grained quartz, some carbonate, few clay, olive gray (SP-SM)
Bogue Banks
% CO3 Gs Nat w% LL PL PI
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, poorly-graded with silt, mostly medium to fine-grained quartz, some carbonate, few clay, olive gray (SP-SM)
49.8-50.3 Project1 Bogue Banks
Area LB-02-04Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.11101001000 500 50 5 0.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 52.0-52.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-04 Sample No.: 2 Description:
Tare Weight, (g): 50.74
229.03 (with tare)
Dry Weight After Washing (g): 198.5 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 1.89 98.94 100 1.89 #7 2.800 6.86 95.09 100 6.86 #10 2.000 6.27 91.58 100 6.27 #14 1.400 8.42 86.85 98 8.25 #18 1.000 7.26 82.78 95 6.90 #25 0.710 6.40 79.19 85 5.44 #35 0.500 8.52 74.41 20 1.70 #45 0.355 13.61 66.78 5 0.68 #60 0.250 18.33 56.50 3 0.55 #80 0.180 40.83 33.60 1 0.41 #120 0.125 23.13 20.62 1 0.23 #170 0.090 5.18 17.72 1 0.05 #200 0.075 0.75 17.30 1 0.01
Total Shell Content: 22 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, olive gray (SC)
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, olive gray (SC)
52.0-52.5 Project2 Bogue Banks
Area LB-02-04Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 55.0-55.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-04 Sample No.: 3 Description:
Tare Weight, (g): 49.12
205.79 (with tare)
Dry Weight After Washing (g): 149.03 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 6.98 95.54 100 6.98 #7 2.800 8.00 90.44 100 8.00 #10 2.000 5.40 86.99 100 5.40 #14 1.400 6.12 83.09 98 6.00 #18 1.000 4.18 80.42 95 3.97 #25 0.710 2.62 78.75 80 2.10 #35 0.500 2.17 77.36 45 0.98 #45 0.355 2.13 76.00 5 0.11 #60 0.250 3.24 73.93 3 0.10 #80 0.180 6.02 70.09 1 0.06 #120 0.125 21.37 56.45 1 0.21 #170 0.090 23.66 41.35 1 0.24 #200 0.075 5.44 37.88 1 0.05
Total Shell Content: 22 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some clay, little carbonate, dark gray (SC)
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, clayey, mostly fine-grained quartz, some clay, little carbonate, dark gray (SC)
55.0-55.5 Project3 Bogue Banks
Area LB-02-04Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.1110
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 58.0-58.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-04 Sample No.: 4 Description:
Tare Weight, (g): 50.05
219.52 (with tare)
Dry Weight After Washing (g): 176.82 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.50 99.70 100 0.50 #7 2.800 0.67 99.31 100 0.67 #10 2.000 0.52 99.00 95 0.49 #14 1.400 0.88 98.48 95 0.84 #18 1.000 1.18 97.79 80 0.94 #25 0.710 1.79 96.73 50 0.90 #35 0.500 3.52 94.65 45 1.58 #45 0.355 5.09 91.65 3 0.15 #60 0.250 12.06 84.53 1 0.12 #80 0.180 45.72 57.56 1 0.46 #120 0.125 39.70 34.13 1 0.40 #170 0.090 12.51 26.75 1 0.13 #200 0.075 2.31 25.39 1 0.02
Total Shell Content: 4 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, little clay, trace carbonate, 4 Project4 Bogue Banks
Area LB-02-04Boring No.
Classification SAND, clayey, mostly fine-grained quartz, little clay, trace carbonate, olive gray (SC)
58.0-58.5 Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/11/2008 4:41:06 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 50.4-50.9 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-05 Sample No.: 1 Description:
Tare Weight, (g): 49.91
182.65 (with tare)
Dry Weight After Washing (g): 162.36 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 4.70 96.46 100 4.70 #7 2.800 9.46 89.33 100 9.46 #10 2.000 6.74 84.25 100 6.74 #14 1.400 6.96 79.01 98 6.82 #18 1.000 4.99 75.25 95 4.74 #25 0.710 4.43 71.92 65 2.88 #35 0.500 6.27 67.19 15 0.94 #45 0.355 10.59 59.21 5 0.53 #60 0.250 18.18 45.52 3 0.55 #80 0.180 22.15 28.83 1 0.22 #120 0.125 12.23 19.62 1 0.12 #170 0.090 4.47 16.25 1 0.04 #200 0.075 0.62 15.78 1 0.01
Total Shell Content: 28 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay,olive gray (SC)
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 53.0-53.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-05 Sample No.: 2 Description:
Tare Weight, (g): 49.81
214.7 (with tare)
Dry Weight After Washing (g): 189.17 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 4.72 97.14 100 4.72 #7 2.800 8.47 92.00 100 8.47 #10 2.000 5.71 88.54 100 5.71 #14 1.400 6.94 84.33 95 6.59 #18 1.000 5.45 81.02 95 5.18 #25 0.710 5.49 77.69 70 3.84 #35 0.500 8.68 72.43 45 3.91 #45 0.355 14.45 63.67 5 0.72 #60 0.250 25.02 48.49 3 0.75 #80 0.180 34.80 27.39 1 0.35 #120 0.125 14.23 18.76 1 0.14 #170 0.090 3.61 16.57 1 0.04 #200 0.075 0.86 16.05 1 0.01
Total Shell Content: 25 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, olive gray (SC)
53.0-53.5 Project2 Bogue Banks
Area LB-02-05Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 56.0-56.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-05 Sample No.: 3 Description:
Tare Weight, (g): 50.51
210.57 (with tare)
Dry Weight After Washing (g): 186.09 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.27 99.83 100 0.27 #4 4.750 9.91 93.64 100 9.91 #7 2.800 13.84 84.99 100 13.84 #10 2.000 10.05 78.71 100 10.05 #14 1.400 13.35 70.37 100 13.35 #18 1.000 10.03 64.11 98 9.83 #25 0.710 6.44 60.08 95 6.12 #35 0.500 5.55 56.62 65 3.61 #45 0.355 6.02 52.86 20 1.20 #60 0.250 8.00 47.86 3 0.24 #80 0.180 19.58 35.62 1 0.20 #120 0.125 25.46 19.72 1 0.25 #170 0.090 5.86 16.06 1 0.06 #200 0.075 1.02 15.42 1 0.01
Total Shell Content: 43 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark gray (SC)
43 Project3 Bogue Banks
Area LB-02-05Boring No.
Classification SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark gray (SC)
56.0-56.5 Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 59.0-59.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-05 Sample No.: 4 Description:
Tare Weight, (g): 49.60
220.22 (with tare)
Dry Weight After Washing (g): 173.28 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 1.03 99.40 100 1.03 #4 4.750 2.03 98.21 100 2.03 #7 2.800 2.89 96.51 100 2.89 #10 2.000 2.13 95.26 90 1.92 #14 1.400 2.52 93.79 90 2.27 #18 1.000 2.58 92.28 80 2.06 #25 0.710 3.92 89.98 55 2.16 #35 0.500 7.45 85.61 45 3.35 #45 0.355 10.40 79.52 5 0.52 #60 0.250 16.35 69.93 3 0.49 #80 0.180 34.31 49.82 1 0.34 #120 0.125 22.39 36.70 1 0.22 #170 0.090 11.70 29.84 1 0.12 #200 0.075 2.60 28.32 1 0.03
Total Shell Content: 11 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some clay, few carbonate, 11 Project4 Bogue Banks
Area LB-02-05Boring No.
Classification SAND, clayey, mostly fine-grained quartz, some clay, few carbonate, olive gray (SC)
59.0-59.5 Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/11/2008 4:41:28 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 52.0-52.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-06 Sample No.: 3 Description:
Tare Weight, (g): 49.77
186.7 (with tare)
Dry Weight After Washing (g): 183.66 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.17 99.88 100 0.17 #7 2.800 0.00 99.88 0 0.00 #10 2.000 0.07 99.82 100 0.07 #14 1.400 0.11 99.74 80 0.09 #18 1.000 0.17 99.62 70 0.12 #25 0.710 0.39 99.34 80 0.31 #35 0.500 0.99 98.61 65 0.64 #45 0.355 2.86 96.52 50 1.43 #60 0.250 13.30 86.81 3 0.40 #80 0.180 84.66 24.98 1 0.85 #120 0.125 29.04 3.78 1 0.29 #170 0.090 2.28 2.11 1 0.02 #200 0.075 0.29 1.90 1 0.00
Total Shell Content: 3 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly fine-grained quartz, trace carbonate, gray (SP)
3 Project3 Bogue Banks
Area LB-02-06Boring No.
Classification SAND, poorly-graded, mostly fine-grained quartz, trace carbonate, gray (SP) 52.0-52.5
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 50.0-50.5 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-06 Sample No.: 2 Description:
Tare Weight, (g): 50.41
175.89 (with tare)
Dry Weight After Washing (g): 174.36 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.96 99.23 100 0.96 #7 2.800 2.06 97.59 95 1.96 #10 2.000 2.09 95.93 100 2.09 #14 1.400 3.68 92.99 90 3.31 #18 1.000 5.34 88.74 60 3.20 #25 0.710 8.87 81.67 25 2.22 #35 0.500 16.19 68.77 10 1.62 #45 0.355 27.76 46.64 3 0.83 #60 0.250 23.90 27.60 1 0.24 #80 0.180 19.10 12.38 1 0.19 #120 0.125 11.22 3.43 1 0.11 #170 0.090 2.21 1.67 1 0.02 #200 0.075 0.22 1.50 1 0.00
Total Shell Content: 13 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly medium to fine-grained quartz, little carbonate, gray (SP)
13 Project2 Bogue Banks
Area LB-02-06Boring No.
Classification SAND, poorly-graded, mostly medium to fine-grained quartz, little carbonate, gray (SP) 50.0-50.5
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 47.8-48.3 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-06 Sample No.: 1 Description:
Tare Weight, (g): 50.20
187.18 (with tare)
Dry Weight After Washing (g): 186.09 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.46 99.66 100 0.46 #7 2.800 1.67 98.45 95 1.59 #10 2.000 2.34 96.74 80 1.87 #14 1.400 5.07 93.04 70 3.55 #18 1.000 8.85 86.57 45 3.98 #25 0.710 15.84 75.01 30 4.75 #35 0.500 31.60 51.94 5 1.58 #45 0.355 33.42 27.54 3 1.00 #60 0.250 12.67 18.29 1 0.13 #80 0.180 11.97 9.56 1 0.12 #120 0.125 9.27 2.79 1 0.09 #170 0.090 1.64 1.59 1 0.02 #200 0.075 0.19 1.45 1 0.00
Total Shell Content: 14 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly medium to fine-grained quartz, little
14 Project1 Bogue Banks
Area LB-02-06Boring No.
Classification SAND, poorly-graded, mostly medium to fine-grained quartz, little carbonate, gray (SP) 47.8-48.3
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/11/2008 4:41:51 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 52.7-53.2 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-07 Sample No.: 3 Description:
Tare Weight, (g): 50.31
193.29 (with tare)
Dry Weight After Washing (g): 170.92 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 4.54 96.82 85 3.86 #7 2.800 9.16 90.42 65 5.95 #10 2.000 7.15 85.42 60 4.29 #14 1.400 6.08 81.17 55 3.34 #18 1.000 4.28 78.17 55 2.35 #25 0.710 4.28 75.18 45 1.93 #35 0.500 5.01 71.67 30 1.50 #45 0.355 4.90 68.25 20 0.98 #60 0.250 9.34 61.71 3 0.28 #80 0.180 42.60 31.92 1 0.43 #120 0.125 17.78 19.49 1 0.18 #170 0.090 4.25 16.51 1 0.04 #200 0.075 0.89 15.89 1 0.01
Total Shell Content: 18 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly medium to fine-grained quartz, little carbonate, little clay, olive gray (SC)
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, clayey, mostly medium to fine-grained quartz, little carbonate, little clay, olive gray (SC)
52.7-53.2 Project3 Bogue Banks
Area LB-02-07Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 51.5-52.0 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-07 Sample No.: 2 Description:
Tare Weight, (g): 49.78
217.71 (with tare)
Dry Weight After Washing (g): 215.79 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 10.83 93.55 65 7.04 #4 4.750 6.83 89.48 75 5.12 #7 2.800 10.12 83.46 75 7.59 #10 2.000 9.66 77.70 60 5.80 #14 1.400 14.51 69.06 45 6.53 #18 1.000 16.86 59.02 25 4.22 #25 0.710 19.17 47.61 10 1.92 #35 0.500 19.29 36.12 3 0.58 #45 0.355 14.85 27.28 1 0.15 #60 0.250 11.99 20.14 1 0.12 #80 0.180 18.52 9.11 1 0.19 #120 0.125 10.68 2.75 1 0.11 #170 0.090 2.06 1.52 1 0.02 #200 0.075 0.26 1.37 1 0.00
Total Shell Content: 23 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly medium to fine-grained quartz, little
Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth SAND, poorly-graded, mostly medium to fine-grained quartz, little carbonate, gray (SP) 51.5-52.0 Project2 Bogue Banks
Area LB-02-07Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 49.6-50.1 Project No.: 1486-01-40 Date: 3/19/2003 Boring No.: LB-02-07 Sample No.: 1 Description:
Tare Weight, (g): 50.42
238.13 (with tare)
Dry Weight After Washing (g): 236.81 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 2.38 98.73 100 2.38 #4 4.750 6.34 95.35 100 6.34 #7 2.800 10.49 89.77 95 9.97 #10 2.000 9.99 84.44 90 8.99 #14 1.400 15.16 76.37 75 11.37 #18 1.000 17.91 66.83 45 8.06 #25 0.710 20.99 55.64 25 5.25 #35 0.500 23.08 43.35 5 1.15 #45 0.355 17.79 33.87 3 0.53 #60 0.250 15.84 25.43 1 0.16 #80 0.180 29.84 9.54 1 0.30 #120 0.125 13.78 2.19 1 0.14 #170 0.090 2.29 0.97 1 0.02 #200 0.075 0.20 0.87 1 0.00
Total Shell Content: 29 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly medium to fine-grained quartz, some
29 Project1 Bogue Banks
Area LB-02-07Boring No.
Classification SAND, poorly-graded, mostly medium to fine-grained quartz, some carbonate, gray (SP)
49.6-50.1 Sample No.
GRADATION CURVES
3/19/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/17/2008 3:04:14 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 49.1-49.6 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-42 Sample No.: 1 Description:
Tare Weight, (g): 49.86
174.45 (with tare)
Dry Weight After Washing (g): 173.98 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 2.04 98.36 100 2.04 #4 4.750 1.02 97.54 100 1.02 #7 2.800 3.51 94.73 100 3.51 #10 2.000 3.31 92.07 100 3.31 #14 1.400 4.91 88.13 95 4.66 #18 1.000 6.01 83.31 65 3.91 #25 0.710 8.33 76.62 45 3.75 #35 0.500 11.88 67.08 5 0.59 #45 0.355 11.64 57.74 3 0.35 #60 0.250 21.34 40.61 1 0.21 #80 0.180 35.86 11.83 1 0.36 #120 0.125 11.87 2.30 1 0.12 #170 0.090 2.10 0.62 1 0.02 #200 0.075 0.16 0.49 1 0.00
Total Shell Content: 19 %
Dry Wt. Before Washing (g):
SAND, poorly-graded, mostly medium to fine-grained quartz, little
Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth SAND, poorly-graded, mostly medium to fine-grained quartz, little carbonate, gray (SP) 49.1-49.6 Project1 Bogue Banks
Area LB-02-42Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 51.4-51.9 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-42 Sample No.: 2 Description:
Tare Weight, (g): 50.38
190.1 (with tare)
Dry Weight After Washing (g): 176.2 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 1.68 98.80 100 1.68 #7 2.800 3.69 96.16 100 3.69 #10 2.000 3.08 93.95 100 3.08 #14 1.400 5.11 90.29 100 5.11 #18 1.000 4.86 86.82 90 4.37 #25 0.710 4.76 83.41 85 4.05 #35 0.500 7.27 78.21 65 4.73 #45 0.355 11.57 69.93 15 1.74 #60 0.250 18.93 56.38 3 0.57 #80 0.180 38.40 28.89 1 0.38 #120 0.125 20.44 14.26 1 0.20 #170 0.090 4.27 11.21 1 0.04 #200 0.075 0.74 10.68 1 0.01
Total Shell Content: 21 %
Dry Wt. Before Washing (g):
SAND, poorly-graded with silt, mostly fine-grained quartz, little carbonate, few silt, dark olive gray (SP-SM)
21 Project2 Bogue Banks
Area LB-02-42Boring No.
Classification SAND, poorly-graded with silt, mostly fine-grained quartz, little carbonate, few silt, dark olive gray (SP-SM)
51.4-51.9 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 53.5-54.0 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-42 Sample No.: 3 Description:
Tare Weight, (g): 49.85
213.99 (with tare)
Dry Weight After Washing (g): 196.03 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 16.12 90.18 100 16.12 #4 4.750 10.27 83.92 60 6.16 #7 2.800 11.32 77.03 60 6.79 #10 2.000 9.99 70.94 60 5.99 #14 1.400 10.37 64.62 55 5.70 #18 1.000 7.71 59.92 50 3.86 #25 0.710 7.60 55.29 40 3.04 #35 0.500 9.04 49.79 30 2.71 #45 0.355 10.26 43.54 10 1.03 #60 0.250 13.69 35.20 5 0.68 #80 0.180 26.19 19.24 1 0.26 #120 0.125 10.10 13.09 1 0.10 #170 0.090 2.58 11.51 1 0.03 #200 0.075 0.75 11.06 1 0.01
Total Shell Content: 32 %
Dry Wt. Before Washing (g):
SAND, poorly-graded with silt, mostly fine-grained quartz, some carbonate, few silt, trace limestone fragments, dark olive gray (SP-SM)
32 Project3 Bogue Banks
Area LB-02-42Boring No.
Classification SAND, poorly-graded with silt, mostly fine-grained quartz, some carbonate, few silt, trace limestone fragments, dark olive gray
(SP-SM)
53.5-54.0 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/17/2008 3:04:41 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 57.0-57.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 1 Description:
Tare Weight, (g): 49.62
208.58 (with tare)
Dry Weight After Washing (g): 175.17 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 1.17 99.26 100 1.17 #4 4.750 12.12 91.64 100 12.12 #7 2.800 12.33 83.88 100 12.33 #10 2.000 9.62 77.83 100 9.62 #14 1.400 9.31 71.97 100 9.31 #18 1.000 6.03 68.18 98 5.91 #25 0.710 4.14 65.58 85 3.52 #35 0.500 4.04 63.03 55 2.22 #45 0.355 4.42 60.25 40 1.77 #60 0.250 7.17 55.74 15 1.08 #80 0.180 18.16 44.32 1 0.18 #120 0.125 23.67 29.43 1 0.24 #170 0.090 10.62 22.75 1 0.11 #200 0.075 2.14 21.40 1 0.02
Total Shell Content: 37 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark olive gray (SC)
37 Project1 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark olive gray
(SC)
57.0-57.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 61.0-61.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 2 Description:
Tare Weight, (g): 50.29
239.15 (with tare)
Dry Weight After Washing (g): 207.3 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 4.09 97.83 100 4.09 #4 4.750 4.82 95.28 90 4.34 #7 2.800 6.10 92.05 75 4.58 #10 2.000 5.06 89.37 70 3.54 #14 1.400 7.40 85.45 70 5.18 #18 1.000 7.71 81.37 65 5.01 #25 0.710 9.36 76.42 55 5.15 #35 0.500 12.90 69.59 40 5.16 #45 0.355 13.46 62.46 25 3.37 #60 0.250 17.65 53.11 3 0.53 #80 0.180 46.95 28.25 1 0.47 #120 0.125 16.06 19.75 1 0.16 #170 0.090 4.46 17.39 1 0.04 #200 0.075 0.73 17.00 1 0.01
Total Shell Content: 22 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, trace limestone fragments, dark olive gray (SC)
22 Project2 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, trace limestone fragments, dark olive gray (SC)
61.0-61.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 64.0-64.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 3 Description:
Tare Weight, (g): 48.35
215.13 (with tare)
Dry Weight After Washing (g): 184.45 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.63 99.62 100 0.63 #4 4.750 4.31 97.04 95 4.09 #7 2.800 8.82 91.75 98 8.64 #10 2.000 7.37 87.33 95 7.00 #14 1.400 8.87 82.01 80 7.10 #18 1.000 7.48 77.53 75 5.61 #25 0.710 8.07 72.69 60 4.84 #35 0.500 10.79 66.22 30 3.24 #45 0.355 11.80 59.14 5 0.59 #60 0.250 17.65 48.56 3 0.53 #80 0.180 33.32 28.58 1 0.33 #120 0.125 12.74 20.94 1 0.13 #170 0.090 3.27 18.98 1 0.03 #200 0.075 0.82 18.49 1 0.01
Total Shell Content: 26 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, 26 Project3 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, clayey, mostly fine-grained quartz, little carbonate, little clay, dark olive gray
(SC)
64.0-64.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 67.0-67.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 4 Description:
Tare Weight, (g): 50.33
246.39 (with tare)
Dry Weight After Washing (g): 208.59 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 1.01 99.48 100 1.01 #4 4.750 8.66 95.07 65 5.63 #7 2.800 12.97 88.45 75 9.73 #10 2.000 13.42 81.61 65 8.72 #14 1.400 10.91 76.04 65 7.09 #18 1.000 7.44 72.25 60 4.46 #25 0.710 7.60 68.37 60 4.56 #35 0.500 9.60 63.48 60 5.76 #45 0.355 10.73 58.00 20 2.15 #60 0.250 16.29 49.69 5 0.81 #80 0.180 40.50 29.04 1 0.41 #120 0.125 13.97 21.91 1 0.14 #170 0.090 4.06 19.84 1 0.04 #200 0.075 0.40 19.64 1 0.00
Total Shell Content: 26 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly medium to fine-grained quartz, little carbonate, little clay, very dark gray (SC)
26 Project4 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, clayey, mostly medium to fine-grained quartz, little carbonate, little clay, very dark gray (SC)
67.0-67.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 69.0-69.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 5 Description:
Tare Weight, (g): 49.48
170.31 (with tare)
Dry Weight After Washing (g): 162.14 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 1.18 99.02 90 1.06 #7 2.800 2.42 97.02 65 1.57 #10 2.000 2.08 95.30 65 1.35 #14 1.400 2.12 93.54 50 1.06 #18 1.000 1.63 92.20 45 0.73 #25 0.710 1.71 90.78 30 0.51 #35 0.500 2.39 88.80 20 0.48 #45 0.355 3.55 85.86 10 0.36 #60 0.250 7.06 80.02 3 0.21 #80 0.180 56.52 33.25 1 0.57 #120 0.125 23.40 13.88 1 0.23 #170 0.090 6.55 8.46 1 0.07 #200 0.075 1.13 7.52 1 0.01
Total Shell Content: 7 %
Dry Wt. Before Washing (g):
SAND, poorly-graded with silt, mostly fine-grained quartz, few clay, few carbonate, dark gray (SP-SM)
7 Project5 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, poorly-graded with silt, mostly fine-grained quartz, few clay, few carbonate, dark gray (SP-SM)
69.0-69.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 72.5-73.0 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-43 Sample No.: 6 Description:
Tare Weight, (g): 50.12
208.38 (with tare)
Dry Weight After Washing (g): 197.14 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.52 99.67 85 0.44 #7 2.800 2.47 98.11 55 1.36 #10 2.000 1.79 96.98 50 0.90 #14 1.400 1.98 95.73 45 0.89 #18 1.000 1.16 95.00 45 0.52 #25 0.710 1.26 94.20 30 0.38 #35 0.500 2.04 92.91 10 0.20 #45 0.355 2.59 91.27 3 0.08 #60 0.250 4.97 88.13 1 0.05 #80 0.180 84.10 34.99 1 0.84 #120 0.125 35.58 12.51 1 0.36 #170 0.090 6.69 8.28 1 0.07 #200 0.075 1.16 7.55 1 0.01
Total Shell Content: 4 %
Dry Wt. Before Washing (g):
SAND, poorly-graded with silt, mostly fine-grained quartz, few silt, trace carbonate, dark gray (SP-SM)
4 Project6 Bogue Banks
Area LB-02-43Boring No.
Classification SAND, poorly-graded with silt, mostly fine-grained quartz, few silt, trace carbonate, dark gray (SP-SM)
72.5-73.0 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
...\Working\Bogue\BOGUE1-63.DGN 4/17/2008 3:05:04 PM
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 52.0-52.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-44 Sample No.: 1 Description:
Tare Weight, (g): 50.24
225.02 (with tare)
Dry Weight After Washing (g): 195.02 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.76 99.57 100 0.76 #4 4.750 1.22 98.87 100 1.22 #7 2.800 4.06 96.54 100 4.06 #10 2.000 2.53 95.10 98 2.48 #14 1.400 3.71 92.97 95 3.52 #18 1.000 3.82 90.79 80 3.06 #25 0.710 4.94 87.96 30 1.48 #35 0.500 7.46 83.69 10 0.75 #45 0.355 8.49 78.84 3 0.25 #60 0.250 14.90 70.31 1 0.15 #80 0.180 59.28 36.39 1 0.59 #120 0.125 19.49 25.24 1 0.19 #170 0.090 8.79 20.21 1 0.09 #200 0.075 2.95 18.53 1 0.03
Total Shell Content: 11 %
Dry Wt. Before Washing (g):
SAND, silty, mostly fine-grained quartz, little silt, few carbonate, dark olive gray (SM)
11 Project1 Bogue Banks
Area LB-02-44Boring No.
Classification SAND, silty, mostly fine-grained quartz, little silt, few carbonate, dark olive gray (SM) 52.0-52.5
Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 56.0-56.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-44 Sample No.: 2 Description:
Tare Weight, (g): 50.12 216 (with tare)
Dry Weight After Washing (g): 196.21 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.40 99.76 100 0.40 #4 4.750 12.10 92.46 100 12.10 #7 2.800 11.86 85.31 100 11.86 #10 2.000 7.07 81.05 95 6.72 #14 1.400 7.58 76.48 90 6.82 #18 1.000 6.41 72.62 90 5.77 #25 0.710 7.27 68.24 60 4.36 #35 0.500 11.04 61.58 20 2.21 #45 0.355 12.32 54.15 10 1.23 #60 0.250 14.86 45.20 3 0.45 #80 0.180 28.58 27.97 1 0.29 #120 0.125 19.52 16.20 1 0.20 #170 0.090 4.63 13.41 1 0.05 #200 0.075 1.29 12.63 1 0.01
Total Shell Content: 32 %
Dry Wt. Before Washing (g):
SAND, silty, mostly fine-grained quartz, some carbonate, little silt, dark olive (SM)
32 Project2 Bogue Banks
Area LB-02-44Boring No.
Classification SAND, silty, mostly fine-grained quartz, some carbonate, little silt, dark olive (SM) 56.0-56.5
Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 60.0-60.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-44 Sample No.: 3 Description:
Tare Weight, (g): 49.98
235.32 (with tare)
Dry Weight After Washing (g): 206.94 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 2.61 98.59 100 2.61 #4 4.750 10.12 93.13 100 10.12 #7 2.800 15.98 84.51 100 15.98 #10 2.000 12.10 77.98 98 11.86 #14 1.400 11.81 71.61 98 11.57 #18 1.000 8.46 67.04 95 8.04 #25 0.710 7.30 63.11 45 3.29 #35 0.500 8.04 58.77 35 2.81 #45 0.355 9.27 53.77 10 0.93 #60 0.250 12.51 47.02 3 0.38 #80 0.180 31.80 29.86 1 0.32 #120 0.125 19.15 19.53 1 0.19 #170 0.090 5.70 16.45 1 0.06 #200 0.075 1.40 15.70 1 0.01
Total Shell Content: 37 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, 37 Project3 Bogue Banks
Area LB-02-44Boring No.
Classification SAND, clayey, mostly fine-grained quartz, some carbonate, little clay, dark olive gray
(SC)
60.0-60.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 64.0-64.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-44 Sample No.: 4 Description:
Tare Weight, (g): 50.04
227.84 (with tare)
Dry Weight After Washing (g): 199.43 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 3.15 98.23 100 3.15 3/8" 9.500 3.90 96.03 100 3.90 #4 4.750 9.02 90.96 95 8.57 #7 2.800 19.13 80.20 85 16.26 #10 2.000 13.58 72.56 80 10.86 #14 1.400 12.34 65.62 65 8.02 #18 1.000 8.59 60.79 60 5.15 #25 0.710 7.33 56.67 45 3.30 #35 0.500 7.17 52.64 30 2.15 #45 0.355 7.32 48.52 15 1.10 #60 0.250 11.67 41.96 3 0.35 #80 0.180 27.20 26.66 1 0.27 #120 0.125 13.82 18.89 1 0.14 #170 0.090 3.91 16.69 1 0.04 #200 0.075 1.08 16.08 1 0.01
Total Shell Content: 36 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly medium to fine-grained quartz, some carbonate, little clay, dark olive gray (SC)
36 Project4 Bogue Banks
Area LB-02-44Boring No.
Classification SAND, clayey, mostly medium to fine-grained quartz, some carbonate, little clay, dark olive gray (SC)
64.0-64.5 Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 67.0-67.5 Project No.: 1486-01-40 Date: 3/25/2003 Boring No.: LB-02-44 Sample No.: 5 Description:
Tare Weight, (g): 50.26
215.66 (with tare)
Dry Weight After Washing (g): 190.06 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 18.68 88.71 30 5.60 #4 4.750 11.15 81.96 70 7.81 #7 2.800 22.12 68.59 60 13.27 #10 2.000 19.74 56.66 60 11.84 #14 1.400 14.25 48.04 60 8.55 #18 1.000 6.97 43.83 55 3.83 #25 0.710 5.21 40.68 45 2.34 #35 0.500 4.78 37.79 30 1.43 #45 0.355 5.01 34.76 15 0.75 #60 0.250 7.49 30.23 3 0.22 #80 0.180 14.92 21.21 1 0.15 #120 0.125 7.42 16.72 1 0.07 #170 0.090 1.66 15.72 1 0.02 #200 0.075 0.46 15.44 1 0.00
Total Shell Content: 34 %
Dry Wt. Before Washing (g):
SAND, clayey, mostly fine-grained quartz, some carbonate, some limestone fragments, little clay, very dark olive gray (SC)
Sample No.
GRADATION CURVES
3/25/2003Date
Elev. Or Depth SAND, clayey, mostly fine-grained quartz, some carbonate, some limestone fragments, little clay, very dark olive gray (SC)
67.0-67.5 Project5 Bogue Banks
Area LB-02-44Boring No.
Classification
ENG FORM 2087
MAY 63
0001101001000
COBBLES SILT OR CLAYGRAVEL SAND
FINEMEDIUMCOARSE FINE COARSE
PE
R
C
EN
T C
O A
R
SE
R B
Y W
EI
G
H T
PE
R
C
EN
T
FI
N
ER
B Y
W
EI
G H
T
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
Jacksonville, Florida 32246
(904) 997-1400 (Tel) · (904) 997-9150 (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: Depth: 70.5-71.0 Project No.: 1486-01-40 Date: 3/26/2003 Boring No.: LB-02-44 Sample No.: 6 Description:
Tare Weight, (g): 50.07
202.11 (with tare)
Dry Weight After Washing (g): 187.78 (with tare)
Sieve Size (Name)
Sieve Size (mm)
Weight Retained (g) % Passing
Approx.
Visual Shell
Approx. Visual Shell Wt. (g)
3/4" 19.000 0.00 100.00 0 0.00 3/8" 9.500 0.00 100.00 0 0.00 #4 4.750 0.90 99.41 95 0.86 #7 2.800 2.15 97.99 85 1.83 #10 2.000 1.75 96.84 60 1.05 #14 1.400 1.24 96.03 70 0.87 #18 1.000 0.83 95.48 60 0.50 #25 0.710 0.89 94.90 55 0.49 #35 0.500 1.19 94.11 50 0.60 #45 0.355 1.36 93.22 25 0.34 #60 0.250 3.29 91.05 3 0.10 #80 0.180 81.17 37.67 1…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .