NWSE Geotech Report - Part D.pdf
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- N4008525R2611
About this file
This document is a Geotechnical Laboratory Testing Results report for the NWS Earle Swimming River Culverts project in Mays Landing, New Jersey. The report contains detailed soil analysis from multiple test borings (B-1, B-2, and B-3) at various depths ranging from 2-59 feet, including particle size analysis, water content measurements, Atterberg limits testing, and consolidation tests.
Key findings include soil classifications predominantly as sandy materials with varying compositions (SM/SC, SP-SM/SC), water content percentages between 9.2% and 34.7%, and consolidation coefficients (Cv) ranging from 0.268 to 5.983 ft²/day. The samples were collected by Craig Test Boring Co., Inc. and analyzed by Colliers Engineering & Design's geotechnical laboratory in January 2023, with test methods following ASTM standards such as D2216, D4318, and D2435. The report provides comprehensive geotechnical data that would be critical for engineering and construction planning of the naval weapons station infrastructure project.
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5439 Harding Highway Mays Landing, New Jersey 08330 Main: 877 627 3772 colliersengineering.com
CLIENT: PROJECT: Project # DATE:
PAGE: of 1
CHECKED BY:
ATTN: TITLE:
SAMPLES RECEIVED: SAMPLES TESTED: LAB TECHNICIAN(S):
S-2 2-4 12.3 8.4
S-7 15-17 31.2 PSA-1
S-9 25-27 25.3 PSA-2
S-11 35-37 21.8 - Non-Plastic -
S-14 50-52 34.7 PSA-3
S-19 75-77 21.3 - Non-Plastic - S-2 2-4 9.2 5.6
S-4 6-8 11.2 PSA-4
S-8 22-24 28.2 PSA-5
S-9 25-27 25.1 - Non-Plastic -
S-14 50-52 31.3 48 28 20 S-1 0.5-2 10.8 5.4
S-6 10-12 10.2 PSA-6
S-8 20-22 11.2 - Non-Plastic -
S-12 40-42 23.8 PSA-7
S-13 45-47 42.1 U-1 57-59 27.4 - Non-Plastic - CON 1-6
4 7 3 1 Comments/Remarks: * See attached Plate(s)
^Testing canceled by Client
Geotechnical Laboratory (Colliers Engineering & Design)
GEOTECHNICAL LABORATORY TESTING RESULTS
22013673A
December 15, 2022
Testing Total: 6
Liquid Limit
(LL)
Te st
B or in g
N o.
Sa m pl e
N o.
W at er C on te nt
(A
ST
M D
Plastic Limit
(PL)
Plasticity Index
(PI)
Craig Test Boring Co., Inc. NWS Earle Swimming River January 11, 2023
J. Veach, K. Perry & N. Freeman
Pa rti cl e
Si ze
A na ly si s (S ie ve
O nl y)
M D pH o f S oi l
M G
Mays Landing, NJ 08330
Mrs. Kayla Cappadocia
Atterberg Limits
(ASTM D4318)
5230 Atlantic Ave
12/15/22 - 1/5/23
C on so lid at io n*
M D
D ep th (f
t) Eduardo M. Freire, P.E.
Laboratory Manager
B-1
B-2
B-3
Comp of NE Bank and SW
Comp of NE Bank and
SW Culvert
1/9/23
PSA
-1
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
B row n m edium to fine SA N
D , little [Fines: (Silt/C lay)], trace m edium to fine G ravel .75
.375 #4#8
#10 #16 #30 #60
#100 #200
100.0 99.7 99.3 99.1 99.0 98.7 93.1 38.8 20.7 17.5
0.4936 0.3455
0.3013 0.2062
SM
\SC
W ater C ontent (W C
): 31.2% H ydrocarbon O dor
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-1 Depth: 15'-17'
Sam ple Num ber: S-7 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
0.3 0.7
5.9 54.3
21.3 17.5
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
-2
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
B row n coarse to fine SA N
D , little [Fines: (Silt/C lay)], trace m edium to fine G ravel .75
.375 #4#8
#10 #16 #30 #60
#100 #200
100.0 97.7 97.3 96.8 96.6 95.7 87.8 29.6 15.0 12.3
0.5597 0.3867
0.3408 0.2522
0.1502
SM
\SC
W C
: 25.3%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-1 Depth: 25'-27'
Sam ple Num ber: S-9 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
2.3 1.1
8.8 58.2
17.3 12.3
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
-3
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
G reen coarse to fine SA
N D
, little [Fines: (Silt/C lay)], trace m edium to fine G ravel
.75 .375 #4#8
#10 #16 #30 #60
#100 #200
100.0 98.8 98.8 98.7 98.6 97.7 88.2 29.5 16.1 10.9
0.5595 0.3896
0.3429 0.2525
0.1388
SP-SM
\SC
W C
: 34.7%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-1 Depth: 50'-52'
Sam ple Num ber: S-14 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
1.2 0.2
10.4 58.7
18.6 10.9
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
-4
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
B row n m edium to fine SA N
D , little [Fines: (Silt/C lay)], trace fine G ravel .375 #4#8
#10 #16 #30 #60
#100 #200
100.0 99.3 98.3 98.3 97.4 90.1 34.3 19.0 15.8
0.5310 0.3681
0.3222 0.2266
SM
\SC
W C
: 11.2%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-2 Depth: 6'-8'
Sam ple Num ber: S-4 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
0.0 1.7
8.2 55.8
18.5 15.8
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
-5
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
B row n m edium to fine SA N
D , little [Fines: (Silt/C lay)] .375 #4#8
#10 #16 #30 #60
#100 #200
100.0 99.8 99.5 99.4 98.8 91.2 28.4 14.4 11.9
0.5261 0.3804
0.3389 0.2577
0.1581
SP-SM
\SC
W C
: 28.2%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-2 Depth: 22'-24'
Sam ple Num ber: S-8 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
0.0 0.6
8.2 62.8
16.5 11.9
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
-6
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
B row n m edium to fine SA N
D , little [Fines: (Silt/C lay)], trace fine G ravel .375 #4#8
#10 #16 #30 #60
#100 #200
100.0 99.5 99.1 99.0 98.5 90.6 31.1 15.7 13.4
0.5301 0.3756
0.3318 0.2442
0.1387
SM
\SC
W C
: 10.2%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-3 Depth: 10'-12'
Sam ple Num ber: S-6 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
0.0 1.0
8.4 59.5
17.7 13.4
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
-7
(no specification provided)
LL=
PL=
PI=
D85 = D60 =
D50 = D30 =
D15 = D10 =
Cu = Cc =
USCS=
D ark gray brow n m edium to fine SA N
D , little [Fines: (Silt/
C lay)], trace m edium to fine G ravel .75
.375 #4#8
#10 #16 #30 #60
#100 #200
100.0 99.1 98.1 97.6 97.5 96.7 89.1 28.1 14.0 11.8
0.5458 0.3862
0.3427 0.2592
0.1633
SP-SM
\SC
W C
: 23.8%
C raig Test B oring C o., Inc.
N W
S Earle Sw im m ing R iver
22013673A
M aterial Description
Atterberg Lim its
Coefficients
Classification
Rem arks
Source of Sam ple: B
-3 Depth: 40'-42'
Sam ple Num ber: S-12 Date:
Client:
Project:
Project N o:
Plate
SIEVE
PERCEN
T
SPEC. *
PASS?
SIZE
FIN
ER
PERCEN
T
(X=N O
PERCENT FINER
0 10 20 30 40 50 60 70 80 90
GRAIN SIZE - m m
0.001 0.01
0.1
Cobbles
Coarse M edium
Gravel Fine
Coarse M edium
Sand Fine
Fines
0.0 0.0
0.9 1.6
8.4 61.0
16.3 11.8
6 in.
3 in.
2 in.
1½ in.
1 in.
¾ in.
½ in.
3/8 in.
#4
#10
#20
#30
#40
#60
#100
#140
C O
N
SO
LID
A
TIO
N
TEST R
EPO
R T
Cv (ft.2/day)
1.5 3
4.5 6
7.5
Applied Pressure - tsf 0.1
Void Ratio
0.32
0.37
0.42
0.47
0.52
0.57
0.62
0.67
0.72
0.77
0.82N atural
D ry D ens.
LL
PI
Sp. G r.
O verburden Pc
C c
Initial Void Saturation
M oisture
(pcf) (tsf)
(tsf) R atio
99.3 %
27.2 % 96.6
2.687 6.0
0.35 0.737
B lack SILT, trace fine Sand
22013673A C raig Test B oring C o., Inc.
N
W S Earle Sw im m ing R iver
C O
N
M A
TER
IA
L D
ESC
R
IPTIO
N U
SC
S
A A
SH
TO
Project N o.
C lient:
R em arks:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Plate
D ial R eading vs. Tim e
Project N o.:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Load N o.=
Load=D
D
D
T90
C v @
T90
5.983 ft. 2/day
Load N o.=
Load=D
D
D
T90
C v @
T90
3.127 ft. 2/day
22013673A N
W S Earle Sw im m ing R iver
0.13 tsf
0.0001 0.0004 0.0004
0.35 m in.
0.25 tsf
0.0042 0.0054 0.0056
0.67 m in.
C O
N
Dial Reading (in.)
0.0011
0.0010
0.0009
0.0008
0.0007
0.0006
0.0005
0.0004
0.0003
0.0002
0.0001
Square R oot of Elapsed Tim e (m in.)
t90
Dial Reading (in.)
0.0074
0.0071
0.0068
0.0065
0.0062
0.0059
0.0056
0.0053
0.0050
0.0047
0.0044
Square R oot of Elapsed Tim e (m in.)
t90
Plate C olliers Engineering & esign eading vs. Tim e
Project N o.:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Load N o.=
Load=D
D
D
T90
C v @
T90
1.697 ft. 2/day
Load N o.=
Load=D
D
D
T90
C v @
T90
2.885 ft. 2/day
22013673A N
W S Earle Sw im m ing R iver
0.50 tsf
0.0121 0.0139 0.0141
1.21 m in.
1.00 tsf
0.0220 0.0248 0.0251
0.70 m in.
C O
N
Dial Reading (in.)
0.0170
0.0165
0.0160
0.0155
0.0150
0.0145
0.0140
0.0135
0.0130
0.0125
0.0120
Square R oot of Elapsed Tim e (m in.)
t90
Dial Reading (in.)
0.031
0.030
0.029
0.028
0.027
0.026
0.025
0.024
0.023
0.022
0.021
Square R oot of Elapsed Tim e (m in.)
t90
Plate C olliers Engineering & eading vs. Tim e
Project N o.:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Load N o.=
Load=D
D
D
T90
C v @
T90
1.557 ft. 2/day
Load N o.=
Load=D
D
D
T90
C v @
T90
0.776 ft. 2/day
22013673A N
W S Earle Sw im m ing R iver
2.00 tsf
0.0362 0.0396 0.0400
1.25 m in.
4.00 tsf
0.0577 0.0625 0.0630
2.41 m in.
C O
N
Dial Reading (in.)
0.046
0.045
0.044
0.043
0.042
0.041
0.040
0.039
0.038
0.037
0.036
Square R oot of Elapsed Tim e (m in.)
t90
Dial Reading (in.)
0.0720
0.0705
0.0690
0.0675
0.0660
0.0645
0.0630
0.0615
0.0600
0.0585
0.0570
Square R oot of Elapsed Tim e (m in.)
t90
Plate C olliers Engineering & eading vs. Tim e
Project N o.:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Load N o.=
Load=D
D
D
T90
C v @
T90
1.322 ft. 2/day
Load N o.=
Load=D
D
D
T90
C v @
T90
0.668 ft. 2/day
22013673A N
W S Earle Sw im m ing R iver
8.00 tsf
0.0834 0.0923 0.0932
1.33 m in.
16.00 tsf
0.1143 0.1314 0.1333
2.40 m in.
C O
N
Dial Reading (in.)
0.105
0.103
0.101
0.099
0.097
0.095
0.093
0.091
0.089
0.087
0.085
Square R oot of Elapsed Tim e (m in.)
t90
Dial Reading (in.)
0.152
0.148
0.144
0.140
0.136
0.132
0.128
0.124
0.120
0.116
0.112
Square R oot of Elapsed Tim e (m in.)
t90
Plate C olliers Engineering & eading vs. Tim e
Project N o.:
Project:
Source of Sam ple: B
-3 D epth: 57'-59' Sam ple N um ber: U -1
Load N o.=
Load=D
D
D
T90
C v @
T90
0.268 ft. 2/day
22013673A N
W S Earle Sw im m ing R iver
32.00 tsf
0.1542 0.1839 0.1872
5.30 m in.
C O
N
Dial Reading (in.)
0.23
0.22
0.21
0.20
0.19
0.18
0.17
0.16
0.15
0.14
0.13
Square R oot of Elapsed Tim e (m in.)
t90
Plate C olliers Engineering &
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