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102283EX09ROtisANGGeotechFinal
APPENDIX A
TEST BORING LOGS
Boring Terminated at 27.0 ft.
Poorly graded SAND with gravel (SP), light brown, medium dense, fine to medium sand, fine gravel, moist.
Poorly graded SAND (SP), light brown, medium dense, fine to medium sand, trace fine gravel, moist.
Poorly graded SAND (SP) with gravel, yellow-brown, medium dense to dense, fine to medium sand, fine gravel, moist.
FILL (Silty SAND, olive to olive brown, medium dense to v.
dense, fine to medium sand, trace fine to coarse gravel, moist) pe r 6
" I nt er va l
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
Topsoil
M oi st ur e
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
FIELD
#2
S ie ve
C on te nt
S am pl e
Ty pe
B lo w C ou nt s
S am pl e
In te rv al
A dd iti on al 3 8 16 14
E le va tio n (fe et
SPT
Li qu id
L im it 3 11 12 11
4 8 16 24
10 12 19 23
7 12 12 10
12 27 28 20
4 11 11 10
7 14 9 11
2 5 6 5
B-01
Project Number:Date:
RG
Date:
Checked By:
BORING LOG
D ep th (f ee t)
G ra ph ic al L og
Drafted By:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1
BORING
Copyright Kleinfelder, Inc. 2009
3/6/2009 8 in. I.D.
Total Depth (ft):
3/6/2009 CME 850Drilling Company:
Bourne, MA
Hole Diameter (in):
Date Completed:
Notes: Snow over grass Approx. Surface Elevation (ft): 107
Equipment:
No Groundwater Encountered.
GeoSearch Date Started:
Groundwater (ft):
Logged By:
Project Location:
Hollow Stem Auger
27.0 Drilling Method:
AutomaticHammer Type:
D. Pagel
SPT
R em ar ks
Silty SAND (SM), yellow-brown, loose, fine to medium sand, moist.
Sandy GRAVEL (GP), olive, very dense, fine to medium sand, fine gravel, moist.
Asphalt
FILL (Sandy SILT, olive-brown, soft, low plasticity, fine sand, moist.)
FILL (Silty SAND, olive-brown, loose to medium dense, fine to medium sand, some fine gravel, moist to wet.)
Topsoil
Poorly graded SAND (SP), light brown, loose, fine to medium sand, some fine gravel, moist.
Boring Terminated at 27.0 ft.
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
FIELD
#2
S ie ve
E le va tio n (fe et
Li qu id L im it
M oi st ur e
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
Poorly graded SAND with gravel (SP), light brown, loose to dense, fine to medium sand, fine gravel, moist.
S am pl e
In te rv al
3 20 19 15
A dd iti on al
B lo w C ou nt s
3 4 5 8
4 4 5 9
50/3 - - -
50/5 - - -
4 3 2 2
6 7 5 6
2 3 5 6
2 4 5 8
Date:
RG
Date:
Checked By:
BORING LOG
LABORATORY
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1Project Number:
Drafted By:
BORING
Copyright Kleinfelder, Inc. 2009
B-02
Bourne, MAProject Location:
Drilling Company:
Hole Diameter (in):
Date Completed:
3/5/2009
Equipment:
Notes: Snow over grass Approx. Surface Elevation (ft): 105
G ra ph ic al L og pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
Groundwater (ft):
3/5/2009GeoSearch
27.0
Hollow Stem Auger
Hammer Type: Automatic
Date Started:
CME 850
8 in. I.D. Logged By:
No Groundwater Encountered.
D. Pagel
Total Depth (ft):
Drilling Method:
Topsoil
Poorly graded SAND (SP), light brown, medium dense, fine to medium sand, some fine gravel, moist.
Poorly graded SAND (SP), yellow-brown, medium dense, fine to medium sand, some fine gravel, moist.
Silty SAND (SM), yellow brown, loose to medium dense, fine to medium sand, moist.
FILL (Poorly graded SAND, olive-brown, loose, fine to medium sand, moist.)
pe r 6
" I nt er va l
FILL (Poorly graded SAND, olive-brown, loose, fine to medium sand, moist.)
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
FILL (Sandy SILT, dark-brown, soft, low plasticity, fine to medium sand, moist.)
M oi st ur e
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
FIELD
#2
S ie ve
Li qu id L im it
C on te nt
B lo w C ou nt s
S am pl e
In te rv al
A dd iti on al
3 5 7 8
E le va tio n (fe et
SPT
D ep th (f ee t)
5 8 7 7
2 4 6 7
9 15 13 12
6 8 10 13
2 2 3 4
6 6 5 5
5 4 4 3
1 2 3 2 SPT
4 4 4 7
B-03
Project Number:Date:
RG
Date:
S am pl e
Ty pe
BORING LOG
G ra ph ic al L og
Drafted By:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 2
BORING
Copyright Kleinfelder, Inc. 2009
Hole Diameter (in):
3/5/2009Bourne, MA Equipment:
Checked By:
Total Depth (ft):
3/5/2009Date Completed:
Notes: Snow over grass Approx. Surface Elevation (ft): 107
Drilling Company:
Logged By:
No Groundwater Encountered.
Date Started:
8 in. I.D.
Project Location:
GeoSearch
Groundwater (ft):
Hollow Stem Auger
Hammer Type:
CME 850
D. Pagel
Automatic 37.0
D ep th (f ee t)
M oi st ur e
Li qu id L im it
E le va tio n (fe et
#2
S ie ve
FIELD
S am pl e
Ty pe
LABORATORY
B lo w C ou nt s
DESCRIPTION
P as si ng
P la st ic ity In de x pe r 6
" I nt er va l
G ra ph ic al L og
R em ar ks
SPT
C on te nt
Poorly graded SAND (SP), light brown, medium dense, fine to medium sand, some fine gravel, moist. (continued)
Boring Terminated at 37.0 ft.
A dd iti on al
S am pl e
In te rv al
5 8 14 14
Copyright Kleinfelder, Inc. 2009
Sheet 2 of 23/9/2009 102283
Otis ANG, Bourne, MA
Drafted By:
B-03
BORING LOG
Checked By:
Date:
RG
Date: Project Number:
BORING
FILL (Silty SAND, olive-brown, loose, fine sand, moist.)
coarse sand, trace to some fine to medium gravel, moist.
Poorly graded SAND with gravel (SP), light brown, medium dense to dense, fine to medium sand, fine gravel, moist.
Poorly graded SAND (SP), olive-brown, medium dense, fine to medium sand, moist.
G ra ph ic al L og
Sandy SILT (ML), olive-brown, soft, low plasticity, fine to medium sand, moist.
A dd iti on al
Topsoil
SPT
SPT
SPT
SPT
SPT
SPT
SPT
Silty SAND (SM), olive-brown to red-grey, loose to medium dense, fine to medium sand, moist.
Li qu id L im it pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
FIELD
E le va tio n (fe et
D ep th (f ee t)
S am pl e
Ty pe
B lo w C ou nt s
S am pl e
In te rv al
SPT
#2
S ie ve
SPT
1 1 2 2
M oi st ur e
3 4 7 7
4 5 10 12
2 4 8 9
5 12 19 24
12 13 13 13
5 8 9 10
2 2 3 8
6 13 14 12 SPT
3 4 3 2
BORING
Project Number:Date:
RG
C on te nt
Checked By:
B-04
Drafted By:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 2
Copyright Kleinfelder, Inc. 2009
BORING LOG
3/5/2009
Total Depth (ft):
3/5/2009Bourne, MA
Date:
8 in. I.D.
Drilling Company:
Hole Diameter (in):
Date Completed:
Notes: Snow over grass Approx. Surface Elevation (ft): 101
Equipment:
Logged By:
Project Location:
CME 850
Hollow Stem Auger
GeoSearch Date Started:
Groundwater (ft): No Groundwater Encountered.
D. Pagel
37.0
AutomaticHammer Type:
D ep th (f ee t)
M oi st ur e
Li qu id L im it
E le va tio n (fe et
#2
S ie ve
FIELD
S am pl e
Ty pe
LABORATORY
B lo w C ou nt s
DESCRIPTION
P as si ng
P la st ic ity In de x pe r 6
" I nt er va l
G ra ph ic al L og
R em ar ks
SPT
C on te nt
Poorly graded SAND (SP), light brown, medium dense, fine to coarse sand, trace to some fine to medium gravel, moist.
(continued)
Boring Terminated at 37.0 ft.
A dd iti on al
S am pl e
In te rv al
10 14 11 11
Copyright Kleinfelder, Inc. 2009
Sheet 2 of 23/9/2009 102283
Otis ANG, Bourne, MA
Drafted By:
B-04
BORING LOG
Checked By:
Date:
RG
Date: Project Number:
BORING
FILL (Silty SAND, olive-brown, medium dense, fine to medium sand, moist.)
Notes: Snow over grass
A dd iti on al
Poorly graded SAND (SP), light brown, loose to medium dense, fine to medium sand, trace to some fine gravel, moist.
S am pl e
In te rv al
Poorly graded SAND with gravel (SP), olive-brown, medium dense, fine to medium sand, fine gravel, some silt, moist.
B lo w C ou nt s
Topsoil
SPT
SPT
SPT
SPT
SPT
SPT
SPTPoorly graded SAND (SP), yellow to light brown, medium dense, medium sand, trace fine gravel, moist.
R em ar ks
Approx. Surface Elevation (ft): 100
G ra ph ic al L og pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
SPT
#2
S ie ve
Li qu id L im it
M oi st ur e
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
SPT
133 5 7 7
FIELD
2 4 5 6
2 3 5 6
2 4 7 5
1 2 3 4
9 9 10 10
5 5 9 10
9 11 10 11
8 7 9 8 SPT
4 7 14 13
BORING
Project Number:Date:
RG
E le va tio n (fe et
Checked By:
B-05
Otis ANG, Bourne, MA
1022833/9/2009
BORING LOG
Drafted By:
Copyright Kleinfelder, Inc. 2009
Sheet 1 of 2
D. Pagel
CME 850
8 in. I.D.
Total Depth (ft):
3/4/2009Bourne, MA
Automatic
Equipment:Drilling Company: 3/4/2009
Hole Diameter (in):
Date Completed:
Date:
Hollow Stem Auger
Initial ( ): 48.0 feet observed in during drilling.
Logged By:
Project Location: Date Started:
GeoSearch
52.0Hammer Type:
Groundwater (ft):
S am pl e
Ty pe
DESCRIPTION
Poorly graded SAND (SP), light brown, loose to medium dense, fine to medium sand, trace to some fine gravel, moist.
(continued)
Well graded SAND (SW), olive-brown, medium dense, fine to coarse sand, trace fine gravel, wet.
Boring Terminated at 52.0 ft.
A dd iti on al
SPT
B lo w C ou nt s
SPT
C on te nt
D ep th (f ee t)
M oi st ur e
Li qu id L im it
E le va tio n (fe et
FIELD LABORATORY
S am pl e
In te rv al
R em ar ks
3 5 9 9
3 5 7 7
7 8 8 12
3 8 19 14
SPT
SPT
Drafted By:
BORING
P as si ng
#2
S ie ve
Project Number:
Sheet 2 of 23/9/2009 102283
Otis ANG, Bourne, MA
Copyright Kleinfelder, Inc. 2009
P la st ic ity In de x pe r 6
" I nt er va l
G ra ph ic al L og
Date:
RG
B-05
Date:
Checked By:
BORING LOG
SPT
Poorly graded SAND (SP), olive, loose to medium dense, fine to medium sand, some fine gravel, moist.
Sandy SILT (SM), olive, soft, low plasticity, fine sand, moist.
FILL (Poorly Graded SAND w/ Silt, olive, loose, fine sand, moist.)
Topsoil
G ra ph ic al L og
A dd iti on al
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
Li qu id L im it pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
FIELD
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
B lo w C ou nt s
S am pl e
In te rv al
2 3 5 6
#2
S ie ve
E le va tio n (fe et
8 16 14 13
13 8 12 15
3 11 14 11
9 13 14 18
5 7 10 10
3 2 2 2
2 3 4 4
2 3 5 8
BORING
Project Number:Date:
RG
Date:
Checked By:
BORING LOG
B-06
M oi st ur e
Drafted By:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1
Copyright Kleinfelder, Inc. 2009
Drilling Company: CME 850 8 in. I.D.
Total Depth (ft):
3/4/2009
D. Pagel Equipment:
Bourne, MA 3/4/2009
Hole Diameter (in):
Date Completed:
Notes: Snow over grass Approx. Surface Elevation (ft): 97
Logged By:
Date Started:Project Location:
Hollow Stem Auger Geo Search
No Groundwater Encountered.Groundwater (ft):
Hammer Type: 27.0
Automatic medium sand, moist.
Poorly graded SAND (SP), olive, medium dense to dense, fine to medium sand, trace fine gravel, moist.
Sandy SILT (ML), olive-brown, soft, low plasticity, fine sand, moist.
G ra ph ic al L og
Topsoil
A dd iti on al
SPT
SPT
SPT
SPT
SPT
SPT
SPT
FILL (Silty SAND with gravel, olive-brown, loose to medium dense, fine to medium sand, fine gravel, moist.)
Li qu id L im it pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
FIELD
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
B lo w C ou nt s
S am pl e
In te rv al
#2
S ie ve
SPT 14 43
E le va tio n (fe et
2 8 10 8
3 8 10 10
7 10 10 10
12 17 14 13
4 7 10 13
5 6 7 12
1 2 2 3
3 8 13 9 SPT
7 5 2 3
BORING
Project Number:Date:
RG
Date:
Checked By:
M oi st ur e
B-07 Drafted By:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1
Copyright Kleinfelder, Inc. 2009
3/5/2009 8 in. I.D.
Total Depth (ft):
3/5/2009Bourne, MA
BORING LOG
CME 850Drilling Company:
Hole Diameter (in):
Date Completed:
Notes: Snow over grass Approx. Surface Elevation (ft): 97
Equipment:
Logged By:
Date Started:
D. PagelHollow Stem Auger
Project Location:
Geo Search
Groundwater (ft): No Groundwater Encountered.
Automatic 27.0
Hammer Type:
Boring Terminated at 15.0 ft.
B lo w C ou nt s
S am pl e
In te rv al
A dd iti on al
SPT
D ep th (f ee t)
Poorly graded SAND (SP), yellow-brown to light brown, medium dense, fine to medium sand, moist.
Silty SAND (SM), yellow-brown, medium dense, fine to medium sand, moist.
Sandy SILT (ML), olive-brown, soft, low plasticity, fine sand, moist.
FILL (Silty SAND, olive-brown, loose, fine sand, moist.)
Topsoil
Notes: Snow over grass Approx. Surface Elevation (ft): 97
G ra ph ic al L og pe r 6
" I nt er va l
S am pl e
Ty pe
C on te nt
LABORATORY
R em ar ks
FIELD
#2
S ie ve
E le va tio n (fe et
Li qu id L im it
M oi st ur e
SPT
P as si ng
3 5 4 6
SPT
SPT
SPT
SPT
3 9 11 20
3 9 11 14
5 7 6 9
3 3 5 5
P la st ic ity In de x
4 8 13 12
BORING
Project Number:Date:
RG
Date:
Checked By:
DESCRIPTION
B-08
BORING LOG
Otis ANG, Bourne, MA
1022833/9/2009
Drafted By:
Copyright Kleinfelder, Inc. 2009
Sheet 1 of 1
Bourne, MA
Automatic
CME 850
Total Depth (ft):
D. Pagel Equipment:Drilling Company: 3/5/2009
Hole Diameter (in):
Date Completed:
3/5/2009
Geo Search Project Location:
8 in. I.D. Logged By:Hollow Stem Auger
Date Started:
Groundwater (ft):
Hammer Type: 15.0
No Groundwater Encountered.
E le va tio n (fe et
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
Bourne, MA
#2
S ie ve
G ra ph ic al L og
Li qu id L im it
M oi st ur e
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
B lo w C ou nt s
FIELD
Drilling Company:
Hole Diameter (in):
P la st ic ity In de x pe r 6
" I nt er va l
Notes: Broken Asphalt Approx. Surface Elevation (ft): 95
A dd iti on al
Date Completed:
S am pl e
In te rv al
6 6 4 3 12
6 8 11 10
Equipment:
Boring Terminated at 6.0 ft.
Poorly graded SAND with gravel (SP), olive, medium dense, fine to medium sand, fine gravel, moist.
Asphalt
SPT
SPT
SPT
11 14 13 15
FILL (Silty SAND, yellow-brown, medium dense, fine sand, moist.)
Date:
BORING
Project Number:
RG Checked By:
3/6/2009
B-09
Date:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1
Drafted By:
Copyright Kleinfelder, Inc. 2009
AutomaticHammer Type:
BORING LOG
6.0 Drilling Method:
Groundwater (ft):
D. Pagel
CME 850
8 in. I.D.
Total Depth (ft):
3/6/2009 Geo Search
Hollow Stem Auger
Project Location:
No Groundwater Encountered.
Date Started:
Logged By:
4 4 6 12
3 2 2 2
3 4 7 5
S am pl e
In te rv al
SPT
Poorly graded SAND (SP), yellow-brown, medium dense, fine to medium sand, moist.
A dd iti on al
SPT
Boring Terminated at 6.0 ft.
SPT
Sandy SILT (ML), yellow-brown, soft, low plasticity, fine sand, moist.
FILL (Sandy SILT, red-brown, soft, low plasticity, fine to medium sand, moist.)
FILL (Silty SAND, olive-brown, medium dense, fine to medium sand, moist.)
6 in. Topsoil
CME 850
8 in. I.D.
Total Depth (ft):
3/6/2009
Automatic
Bourne, MA Equipment:Drilling Company: 3/6/2009
Hole Diameter (in):
Date Completed:Geo Search D. PagelHollow Stem Auger
Groundwater (ft):
Hammer Type: 6.0 Drilling Method:
No Groundwater Encountered.
BORING
Project Number:Date:
RG
Date:
BORING LOG
B-10
B lo w C ou nt s
Checked By:
Otis ANG, Bourne, MA
1022833/9/2009
Drafted By:
Copyright Kleinfelder, Inc. 2009
Sheet 1 of 1
R em ar ksNotes: Snow over grass
Approx. Surface Elevation (ft): 104
G ra ph ic al L og pe r 6
" I nt er va l
P la st ic ity In de x
P as si ng
DESCRIPTION
LABORATORY
Logged By:
FIELD
#2
S ie ve
E le va tio n (fe et
Li qu id L im it
M oi st ur e
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
Date Started:Project Location:
E le va tio n (fe et
P as si ng
DESCRIPTION
LABORATORY
R em ar ks
Bourne, MA
#2
S ie ve
G ra ph ic al L og
Li qu id L im it
M oi st ur e
D ep th (f ee t)
C on te nt
S am pl e
Ty pe
B lo w C ou nt s
FIELD
Drilling Company:
Hole Diameter (in):
P la st ic ity In de x pe r 6
" I nt er va l
Notes: Snow over grass Approx. Surface Elevation (ft): 106
A dd iti on al
Date Completed:
S am pl e
In te rv al
3 5 5 6 5
5 5 4 5
Equipment:
Boring Terminated at 5.5 ft.
Degraded Asphalt
Topsoil
SPT
SPT
SPT
8 26 50/6
FILL (Poorly graded SAND with gravel, olive, loose to medium dense, fine to medium sand, fine gravel, moist.)
Date:
BORING
Project Number:
RG Checked By:
3/6/2009
B-11
Date:
Otis ANG, Bourne, MA
1022833/9/2009 Sheet 1 of 1
Drafted By:
Copyright Kleinfelder, Inc. 2009
AutomaticHammer Type:
BORING LOG
5.5 Drilling Method:
Groundwater (ft):
D. Pagel
CME 850
8 in. I.D.
Total Depth (ft):
3/6/2009 Geo Search
Hollow Stem Auger
Project Location:
No Groundwater Encountered.
Date Started:
Logged By:
102283EX09ROtisANGGeotechFinal
APPENDIX B
LABORATORY DATA
102283 Otis-ANG-Intel Facility Burns and McDonnell Engineering Co., Inc.
3/18/2009 Light Brown Poorly Graded SAND with silt (B2/B6: 0.0-2.0 ft.)
Maximum Dry Density/Optimum Water Content %
Dry 7.65
NA
Remarks:
Soil Description:
Project Name:
(610) 430-7866 Fax: (610) 430-7872 Exton, PA 19341
119.6 / 6.3
180 Sheree Boulevard, Suite 3800
Laboratory Compaction Characteristics of Soil Project Number:
Report Date:
Controlling Sieve/% Retained
D 698: B
As Received Water Content %
ASTM Method Preparation Method
Oversize Correction
Client
115.00
116.00
117.00
118.00
119.00
120.00
121.00
122.00
1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
Water Content %
U ni t W ei gh t, pc f
File details come from the government source that posted it. Updated .