Client: Alpha Analytical Project Name: Newtown Creek (L1307351) Project Location: --- GTX #: 300524 Test Date: 05/08/13 Tested By: jbr Checked By: jdt Sample ID Bulk Density, lb/ft 3 Moisture Content, % Dry Density, lb/ft 3 EK005BSC-273360-20120709 120 23.5 97.3 EK005BSC-360484-20120709 113 24.1 91.3 NC080ASC-412497-20120607 117 14.8 102 Notes: Moisture content determined by ASTM D 2216 at 110 o C Density determined on disturbed samples by hand compacting into a container of known volume, measuring mass of soil and calculating. Visual Description Moist, brown sandy clay Density (Unit Weight) of Soil by ASTM D 7263 Moist, brown sandy clay Moist, brown sand with silt
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Client: Alpha AnalyticalProject Name: Newtown Creek (L1307351)Project Location: ---GTX #: 300524Test Date: 05/08/13Tested By: jbrChecked By: jdt
SampleID
BulkDensity,
lb/ft3
Moisture Content,
%
DryDensity,
lb/ft3
EK005BSC-273360-20120709 120 23.5 97.3
EK005BSC-360484-20120709 113 24.1 91.3
NC080ASC-412497-20120607 117 14.8 102
Notes:
Moisture content determined by ASTM D 2216 at 110o C
Density determined on disturbed samples by hand compacting into a container of known volume, measuring mass of soil and calculating.
VisualDescription
Moist, brown sandy clay
Density (Unit Weight) of Soil by ASTM D 7263
Moist, brown sandy clay
Moist, brown sand with silt
Client: Alpha AnalyticalProject: Newtown Creek (L1307351)Location: --- Project No: GTX-300524Boring ID: EK005BSCSample ID: 273360-20120709Depth : ---
Sample Type: jarTest Date: 05/10/13Test Id: 265039
Tested By: jbrChecked By: jdt
Test Comment: ---Sample Description: Moist, brown sandy claySample Comment: ---
Particle Size Analysis - ASTM D422
printed 5/23/2013 8:41:31 AM
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Per
cent
Fin
er
Grain Size (mm)
#4
#10
#20
#40
#60
#10
0
#20
0
% Cobble
---
% Gravel
0.0
% Sand
37.7
% Silt & Clay Size
62.3
Sieve Name Sieve Size, mm Percent Finer Spec. Percent Complies
#4
#10
#20
#40
#60
#100
#200
4.75
2.00
0.85
0.42
0.25
0.15
0.075
100
100
99
98
95
87
62
CoefficientsD =0.1418 mm85
D =N/A60
D =N/A50
D =N/A30
D =N/A15
D =N/A10
C =N/Au C =N/Ac
Classification ASTM N/A
AASHTO Silty Soils (A-4 (0))
Sample/Test DescriptionSand/Gravel Particle Shape : ---
Sand/Gravel Hardness : ---
Client: Alpha AnalyticalProject: Newtown Creek (L1307351)Location: --- Project No: GTX-300524Boring ID: EK005BSCSample ID: 360484-20120709Depth : ---
Sample Type: jarTest Date: 05/10/13Test Id: 265040
Tested By: jbrChecked By: jdt
Test Comment: ---Sample Description: Moist, brown sandy claySample Comment: ---
Particle Size Analysis - ASTM D422
printed 5/23/2013 8:42:04 AM
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Per
cent
Fin
er
Grain Size (mm)
#4
#10
#20
#40
#60
#10
0
#20
0
% Cobble
---
% Gravel
0.0
% Sand
33.2
% Silt & Clay Size
66.8
Sieve Name Sieve Size, mm Percent Finer Spec. Percent Complies
#4
#10
#20
#40
#60
#100
#200
4.75
2.00
0.85
0.42
0.25
0.15
0.075
100
100
100
100
99
94
67
CoefficientsD =0.1202 mm85
D =N/A60
D =N/A50
D =N/A30
D =N/A15
D =N/A10
C =N/Au C =N/Ac
Classification ASTM N/A
AASHTO Silty Soils (A-4 (0))
Sample/Test DescriptionSand/Gravel Particle Shape : ---
Sand/Gravel Hardness : ---
Client: Alpha AnalyticalProject: Newtown Creek (L1307351)Location: --- Project No: GTX-300524Boring ID: NC080ASCSample ID: 412497-20120607Depth : ---
Sample Type: jarTest Date: 05/10/13Test Id: 265041
Tested By: jbrChecked By: jdt
Test Comment: ---Sample Description: Moist, brown sand with siltSample Comment: ---
Particle Size Analysis - ASTM D422
printed 5/23/2013 8:42:17 AM
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Per
cent
Fin
er
Grain Size (mm)
0.75
in
0.5
in
0.37
5 in
#4
#10
#20
#40
#60
#10
0
#20
0
% Cobble
---
% Gravel
5.5
% Sand
84.2
% Silt & Clay Size
10.3
Sieve Name Sieve Size, mm Percent Finer Spec. Percent Complies
0.75 in
0.5 in
0.375 in
#4
#10
#20
#40
#60
#100
#200
19.00
12.50
9.50
4.75
2.00
0.85
0.42
0.25
0.15
0.075
100
98
97
94
88
75
49
28
18
10
CoefficientsD =1.6609 mm85
D =0.5680 mm60
D =0.4339 mm50
D =0.2636 mm30
D =0.1168 mm15
D =0.0731 mm10
C =7.770u C =1.673c
Classification ASTM N/A
AASHTO Stone Fragments, Gravel and Sand (A-1-b (0))
Sample/Test DescriptionSand/Gravel Particle Shape : ---
Sand/Gravel Hardness : ---
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