Amend0005 PPI 115 FFG-62 and Design Mod soil lab reports.pdf
PDF 747 KB Posted
- Attached to
- Design-Bid-Build, FFG-62 Land Based Engineering Site, Philadelphia Navy Yard Annex, Philadelphia, PA
- Solicitation number
- N4008524R2536
About this file
This document is a Liquid and Plastic Limits Test Report related to a federal contract opportunity for the Design-Bid-Build, FFG-62 Land Based Engineering Site project at the Philadelphia Navy Yard Annex in Pennsylvania.
The key details are:
- The general intent of the solicitation is to award a Fixed Price Construction Contract to renovate/modernize the south bay of building 77H to provide a 40,000 SF Land Based Engineering Test Site (LBETS) and supporting infrastructure.
- The project will accommodate a comprehensive FFG-62 Constellation Class Machinery Plant Test and Evaluation Program for the life of the Class.
- The renovation includes control rooms, pile supported concrete pads for test equipment, industrial staging area, shop area, tool and spare parts storage, demolition/removal of existing test sites, civil site work, new diesel fuel distribution system, structural modifications, new fire suppression systems, and fire/life safety code upgrades.
- The solicitation number is N4008524R2536 and the procuring agency is the Department of the Navy Naval Facilities Engineering Command.
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Text version
LIQUID AND PLASTIC LIMITS TEST REPORT
PL
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: CR-1C Depth: 6'-8' Sample Number: S-4
Source of Sample: CR-1C Depth: 14'-16' Sample Number: S-8
Dark gray, Silty SAND NP NP NP 91.8 24.2 SM
Dark gray,brown, Lean CLAY 47 25 22 100.0 92.1 CL
2251-03 WRA
Natural Moisture = 26.8%
Natural Moisture = 45.7%
PNY FFG-62 LBES
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: CR-2 Depth: 13'-15' Sample Number: S-7
Source of Sample: CR-2 Depth: 33.5'-35' Sample Number: S-11
Dark gray, brown, Lean CLAY 44 24 20 100.0 95.2 CL
Dark gray, brown, Lean CLAY With Sand 31 21 10 100.0 77.8 CL
2251-03 WRA
Natural Moisture = 47.5%
Natural Moisture = 40.1%
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: CT-1 Depth: 13'-15' Sample Number: S-7
Source of Sample: CT-1 Depth: 49'-50.5' Sample Number: S-14
Dark gray, brown, SILT 47 28 19 100.0 91.9 ML
Dray, light gray, Fat CLAY With Sand 50 22 28 100.0 83.6 CH
2251-03 WRA
Natural Moisture = 56.6%
Natural Moisture = 59.7%
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: EL-1 Depth: 23.5'-25' Sample Number: S-10
Source of Sample: EL-1 Depth: 63.5'-65' Sample Number: S-18
Dark brown, dak gray, Lean CLAY With Sand 32 22 10 100.0 77.2 CL
Dark gray, brown, Lean CLAY With Sand 46 21 25 99.9 70.9 CL
2251-03 WRA
Natural Moisture = 40.7%
Natural Moisture = 47.9%
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: LB-1A Depth: 24'-25.5' Sample Number: S-9
Source of Sample: LB-1A Depth: 84'-85.5' Sample Number: S-21
Dark gray, brown, Silty CLAY With Sand 26 20 6 99.9 72.6 CL-ML
Brown, dark gray, Sandy Lean CLAY 38 16 22 81.3 66.6 CL
2251-03 WRA
Natural Moisture = 43.1%
Natural Moisture = 29.5%
A
ST
IC
IT
Y
IN
D
EX
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: LB-2 Depth: 9'-11' Sample Number: S-5
Source of Sample: LB-2 Depth: 44'-45.5' Sample Number: S-13
Orangish brown, Sandy Lean CLAY 27 19 8 100.0 56.4 CL
Dark gray, Fat CLAY 53 22 31 100.0 88.1 CH
2251-03 WRA
Natural Moisture = 35.3%
Natural Moisture = 58.4%
Tested By: AM Checked By: NS
P
LA
S
T
IC
IT
Y
I N
D E
X
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H
ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: EC-1 Depth: 18.0'-20.0' Sample Number: S-7
Source of Sample: EC-1 Depth: 88.0'-90.0' Sample Number: S-21
Dark Gray SILT with Sand 27 25 2 99.7 81.9 ML
Reddish Gray Lean CLAY 32 21 11 99.1 92.0 CL
23516-03 WR&A
Natural Moisture:45.5% Natural Moisture:19.3%
Philadelphia Navy Yard
FFG-62 LBES Design Mod
P
LA
S
T
IC
IT
Y
I N
D E
X
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o r O
L
CH o r O
H
ML or OL MH or OH
Dashed line indicates the approximate upper limit boundary for natural soils
MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS
Project No. Client: Remarks:
Project:
E2CR, Inc.
Baltimore, MD Figure
Source of Sample: EC-2 Depth: 53.0'-55.0' Sample Number: S-14
Source of Sample: EC-2 Depth: 78.0'-80.0' Sample Number: S-19
Dark and Light Gray SILT 47 29 18 99.8 98.2 ML
Medium Gray Poorly Graded SAND with Gravel NV NP NP 2.5 0.9 SP
23516-03 WR&A
Natural Moisture:62.3% Natural Moisture:10.0%
Philadelphia Navy Yard
FFG-62 LBES Design Mod
Particle Size Distribution Report
ASTM D422
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 5.3 0.9 2.0 67.6 24.2 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CR-1C Depth: 6'-8' Sample Number: S-4
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, Silty SAND
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0
95.4 94.7 93.8 93.1 91.8 87.2 35.2 24.2
NP NP NP
0.2908 0.2333 0.1554
0.1354 0.0919
SM A-2-4(0)
Natural Moisture = 26.8%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
E2CR, Inc.
Baltimore, MD
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 7.9 92.1 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CR-1C Depth: 14'-16' Sample Number: S-8
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray,brown, Lean CLAY
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
97.3 93.4 92.1
25 47 22
CL A-7-6(23)
Natural Moisture = 45.7%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 4.8 95.2 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CR-2 Depth: 13'-15' Sample Number: S-7
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, brown, Lean CLAY
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
99.1 96.3 95.2
24 44 20
CL A-7-6(21)
Natural Moisture = 47.5%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 22.2 77.8 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CR-2 Depth: 33.5'-35' Sample Number: S-11
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, brown, Lean CLAY With Sand
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
99.1 87.8 77.8
21 31 10
0.1181 0.0947
CL A-4(7)
Natural Moisture = 40.1%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 8.1 91.9 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CT-1 Depth: 13'-15' Sample Number: S-7
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, brown, SILT
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
98.3 93.9 91.9
28 47 19
ML A-7-6(20)
Natural Moisture = 56.6%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 16.4 83.6 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: CT-1 Depth: 49'-50.5' Sample Number: S-14
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dray, light gray, Fat CLAY With Sand
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
97.9 90.8 83.6
22 50 28
0.1010 0.0801
CH A-7-6(25)
Natural Moisture = 59.7%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 22.8 77.2 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: EL-1 Depth: 23.5'-25' Sample Number: S-10
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark brown, dak gray, Lean CLAY With Sand
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
99.1 95.2 77.2
22 32 10
0.0924 0.0852
CL A-4(7)
Natural Moisture = 40.7%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.1 29.0 70.9 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: EL-1 Depth: 63.5'-65' Sample Number: S-18
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, brown, Lean CLAY With Sand
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0
99.9 91.8 73.7 70.9
21 46 25
0.2275 0.1820
CL A-7-6(17)
Natural Moisture = 47.9%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.1 27.3 72.6 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: LB-1A Depth: 24'-25.5' Sample Number: S-9
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, brown, Silty CLAY With Sand
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0
99.9 99.9 98.5 92.8 72.6
20 26 6
0.0980 0.0900
CL-ML A-4(3)
Natural Moisture = 43.1%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 13.3 5.3 0.1 14.7 66.6 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: LB-1A Depth: 84'-85.5' Sample Number: S-21
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Brown, dark gray, Sandy Lean CLAY
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0
94.0 86.7 81.4 81.4 81.3 76.4 70.6 66.6
16 38 22
6.5922 3.8947
CL A-6(12)
Natural Moisture = 29.5%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 43.6 56.4 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: LB-2 Depth: 9'-11' Sample Number: S-5
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Orangish brown, Sandy Lean CLAY
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
97.7 70.1 56.4
19 27 8
0.1810 0.1569 0.0820
CL A-4(2)
Natural Moisture = 35.3%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P E
R C
E N
T F
IN
E
R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.0 11.9 88.1 in in in
½ in in
¾ in
½ in
/8 in
Test Results (ASTM D422) Material Description
Atterberg Limits
Coefficients
Classification
Test Remarks
Sample Date:
Source of Sample: LB-2 Depth: 44'-45.5' Sample Number: S-13
Client:
Project:
Project No: Figure
Sieve Size or
Diam. (mm.)
Finer
Spec.*
Out of Spec.
Pct.
of
Fines
Dark gray, Fat CLAY
1 1/2
3/4 3/8 #4
#10 #20 #40 #60 #140 #200
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
97.7 91.6 88.1
22 53 31
0.0899
CH A-7-6(29)
Natural Moisture = 58.4%
WRA
PNY FFG-62 LBES
2251-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
P
E R
C E
N T
F
IN
E R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.3 17.8 81.9 in in in
1½ in in
¾ in
½ in
3/ in
#4 #1
#2
#3
#4
#6
#1
#1
#2
SIEVE SIZE PERCENT SPEC.* PASS?
OR DIAMETER FINER PERCENT (X=NO)
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: EC-1 Depth: 18.0'-20.0' Sample Number: S-7 Date:
Client:
Project:
Project No: Figure
Dark Gray SILT with Sand 1 1/2
3/4 3/8 #4
#10 #20 #40 #60
#140 #200
100.0 100.0 100.0 100.0 100.0 100.0
99.9 99.7 99.3 95.4 81.9
25 27 2
0.0897 0.0806
ML A-4(1)
Natural Moisture:45.5%
WR&A
Philadelphia Navy Yard FFG-62 LBES Design Mod
23516-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
08/23/2023
P
E R
C E
N T
F
IN
E R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.9 7.1 92.0 in in in
1½ in in
¾ in
½ in
3/ in
#4 #1
#2
#3
#4
#6
#1
#1
#2
SIEVE SIZE PERCENT SPEC.* PASS?
OR DIAMETER FINER PERCENT (X=NO)
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: EC-1 Depth: 88.0'-90.0' Sample Number: S-21 Date:
Client:
Project:
Project No: Figure
Reddish Gray Lean CLAY 1 1/2
3/4 3/8 #4
#10 #20 #40 #60
#140 #200
100.0 100.0 100.0 100.0 100.0 100.0
99.8 99.1 97.1 92.8 92.0
21 32 11
CL A-6(10)
Natural Moisture:19.3%
WR&A
Philadelphia Navy Yard FFG-62 LBES Design Mod
23516-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
08/23/2023
P
E R
C E
N T
F
IN
E R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.2 1.6 98.2 in in in
1½ in in
¾ in
½ in
3/ in
#4 #1
#2
#3
#4
#6
#1
#1
#2
SIEVE SIZE PERCENT SPEC.* PASS?
OR DIAMETER FINER PERCENT (X=NO)
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: EC-2 Depth: 53.0'-55.0' Sample Number: S-14 Date:
Client:
Project:
Project No: Figure
Dark and Light Gray SILT 1 1/2
3/4 3/8 #4
#10 #20 #40 #60
#140 #200
100.0 100.0 100.0 100.0 100.0 100.0
99.9 99.8 99.5 99.2 98.2
28.8 47.2 18.4
ML A-7-6(21)
Natural Moisture:62.3%
WR&A
Philadelphia Navy Yard FFG-62 LBES Design Mod
23516-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
08/23/2023
P
E R
C E
N T
F
IN
E R
GRAIN SIZE - mm.
0.0010.010.1110100
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 7.1 30.9 12.8 46.7 1.6 0.9 in in in
1½ in in
¾ in
½ in
3/ in
#4 #1
#2
#3
#4
#6
#1
#1
#2
SIEVE SIZE PERCENT SPEC.* PASS?
OR DIAMETER FINER PERCENT (X=NO)
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: EC-2 Depth: 78.0'-80.0' Sample Number: S-19 Date:
Client:
Project:
Project No: Figure
Medium Gray Poorly Graded SAND with Gravel 1 1/2
3/4 3/8 #4
#10 #20 #40 #60
#140 #200
100.0 100.0
92.9 77.3 62.0 49.2 30.0
2.5 1.1 0.9 0.9
NP NP NP
16.8195 13.4782 4.2168
2.0930 0.8513 0.6101
0.5495 7.67 0.31
SP A-1-a
Natural Moisture:10.0%
WR&A
Philadelphia Navy Yard FFG-62 LBES Design Mod
23516-03
PL= LL= PI=
D90= D85= D60= D50= D30= D15= D10= Cu= Cc=
USCS= AASHTO=
* (no specification provided)
08/23/2023
File details come from the government source that posted it. Updated .