test boring log - partners.skanska.com filetest boring log drilling and sampling information -...
TRANSCRIPT
1-2-1
2-2-2
0-0-2
1-3-3
1-2-2
2-2-3
3-4-8
6-9-13
9-13-13
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
Auger refusal at 27.5 ftRock Core No. 1:27.5 ft to 32.5 ftRecovery = 50 %RQD = 0%
26.2
27.2
26.2
24.2
21.6
20.8
24.8
25.2
22.1
0.25
0.75
3.0
2.0
3.5
1.0
2.75
SS
SS
SS
SS
SS
SS
SS
SS
SS
RC
0.3
5.0
10.5
23.0
32.5
4 in. Topsoil
Brown and gray, moist, very soft to soft,SILTY CLAY (CL-ML)
Brown, moist, very soft to medium stiff,CLAYEY SILT (ML)
Brown, moist, soft to very stiff, SILTY CLAY(CL-ML)
Gray, severely weathered SHALE
Bottom of Test Boring at 32.5 ft
1
2
3
4
5
6
7
8
9
1
393.7
389.0
383.5
371.0
361.5
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 24+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/22/16
3/22/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNone
8.04.5
10.5
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 394S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-101170GC00282
5
10
15
20
25
30
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Sample No. 2:Dry Density = 93.8 pcf
Borehole backfilled withauger cuttings and cappedwith concrete
27.5
ST
ST9.0
Blank drilled to obtain Shelby Tube samples
Bottom of Test Boring at 9.0 ft
1
2385.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter -- hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/23/16
3/23/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method--------
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 394S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
--
--
3.0
lbs.
in.
in.
in.
in.
B-101 ST170GC00282
5
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
2-1-2
1-1-2
2-2-2
2-2-3
2-3-3
5-7-10
8-13-13
7-14-13
13-17-21
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
27.2
28.9
25.9
21.4
28.6
24.2
18.2
22.0
15.8
0.25
0.5
2.5
2.5
2.0
1.5
4.5+
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
5.0
8.5
10.5
13.0
15.5
21.0
25.0
4 in. topsoil
Brown, moist, very soft, SILTY CLAY (CL-ML)
Brown, moist, soft, CLAYEY SILT (ML)
Brown, moist, soft, SILTY CLAY (CL-ML)
Brown and gray, moist, medium stiff, SILTYCLAY (CL)
Brown, very moist, very stiff, SILTY CLAY(CL-ML)
Brown, moist, very stiff, SILTY CLAY (CL)
Gray, severely weathered SHALE
Bottom of Test Boring at 25.0 ft
1
2
3
4
5
6
7
8
9
396.7
392.0
388.5
386.5
384.0
381.5
376.0
372.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 24+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/22/16
3/22/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNoneNone
3.84.0
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 397S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-102170GC00282
5
10
15
20
25
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
1-2-3
2-2-2
2-3-3
2-2-3
2-2-2
2-3-4
4-5-16
5-9-11
11-15-15
50/0.1
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
Auger refusal at 27.6 ft
26.3
25.1
25.3
27.3
22.5
26.2
23.3
20.6
1.25
1.25
1.5
1.25
1.25
2.0
2.5
4.0
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
3.0
11.0
13.0
18.0
22.0
27.6
4 in topsoil
Brown, moist, soft to medium stiff, SILTYCLAY (CL)
Brown, very moist, soft, CLAYEY SILT (ML)
Brown, very moist to moist, soft, SILTY CLAY(CL-ML)
Brown, moist, medium stiff to very stiff, SILTYCLAY (CL)
Brown, moist, very stiff, CLAY (CH)
Brown and Gray, severely weathered SHALE
Bottom of Test Boring at 27.6 ft
1
2
3
4
5
6
7
8
9
10
394.7
392.0
384.0
382.0
377.0
373.0
367.4
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 24+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/22/16
3/22/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNoneNone
5.04.8
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 395S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-103170GC00282
5
10
15
20
25
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
0-0-1
0-1-2
1-1-1
1-1-2
1-1-1
1-2-2
2-3-4
3-7-11
4-4-6
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
28.8
25.9
32.0
28.7
30.2
22.5
24.7
19.2
0.25
0.25
0.5
1.0
<0.25
0.5
1.75
4.0
1.25
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
4.0
5.5
8.0
13.0
16.0
23.0
25.0
4 in. topsoil
Dark brown, very moist, very soft, SILTYCLAY (CL-ML) with trace roots
Brown, moist, very soft, SILTY CLAY (CL-ML)
Brown and gray, moist, very soft, SILTY CLAY(CL-ML)
Brown and gray, very moist, very soft,CLAYEY SILT (ML)
Brown, moist, soft, SILTY CLAY (CL-ML)
Brown, moist, medium stiff to very stiff, SILTYCLAY (CL)
Brown and dark brown, moist, medium stiff,CLAY (CL)
Bottom of Test Boring at 25.0 ft
1
2
3
4
5
6
7
8
9
392.7
389.0
387.5
385.0
380.0
377.0
370.0
368.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 48 hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/21/16
3/21/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method15.04.03.3
10.3
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 393S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-104170GC00282
5
10
15
20
25
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
ST
ST10.0
Blank drilled to obtain Shelby Tube samples
Bottom of Test Boring at 10.0 ft
1
1383.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter -- hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/23/16
3/23/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method--------
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 393S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
--
--
3.0
lbs.
in.
in.
in.
in.
B-104 ST170GC00282
5
10
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
3-2-2
2-2-3
3-2-3
2-2-3
1-2-2
3-4-5
4-6-8
6-10-12
9-14-11
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
25.1
28.0
28.6
23.1
29.3
22.7
16.7
0.5
0.25
0.5
0.75
3.0
3.5
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
6.0
8.0
13.0
23.0
25.0
4 in. topsoil
Brown, very moist, soft, CLAYEY SILT (ML)with silty clay layers
Brown and gray, very moist, soft, CLAYEYSILT (ML)
Brown, moist, soft, SILTY CLAY (CL-ML)
Brown, moist, medium stiff to very stiff, CLAY(CH)
Gray, severely weathered SHALE
Bottom of Test Boring at 25.0 ft
1
2
3
4
5
6
7
8
9
395.7
390.0
388.0
383.0
373.0
371.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 48+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/21/16
3/21/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNoneNone
6.73.0
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 396S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-105170GC00282
5
10
15
20
25
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
0-0-1
0-1-2
0-0-2
0-0-0
0-2-2
0-1-2
0-1-1
7-10-12
5-6-7
9-18-31
50/0.5
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
Auger refusal at 34.0 ft
26.0
27.8
29.7
28.7
22.2
26.1
25.3
23.8
27.7
0.5
0.5
0.5
1.0
<0.25
<0.25
2.0
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
7.0
11.0
13.0
18.0
22.0
27.0
34.0
4 in. topsoil
Brown and gray, moist, very soft, SILTY CLAY(CL-ML)
Brown, very moist, very soft, CLAYEY SILT(ML)
Brown, moist, soft, SILTY CLAY (CL)
Brown, very moist, very soft, SILTY CLAY(CL-ML)
Brown, moist, very stiff, SILTY CLAY (CL)
Gray, moist, stiff, CLAY (CH)
Gray and black, severely weathered SHALE
Bottom of Test Boring at 34.0 ft
1
2
3
4
5
6
7
8
9
10
11
392.7
386.0
382.0
380.0
375.0
371.0
366.0
359.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 48 hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/21/16
3/21/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method10.53.23.68.4
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 393S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-106170GC00282
5
10
15
20
25
30
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
0-0-0
0-1-2
0-0-0
0-0-2
1-2-1
2-2-3
2-2-3
7-11-12
3-9-42
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
26.1
31.0
25.7
26.3
23.3
29.4
22.6
1.25
<0.25
0.5
1.0
0.5
1.5
2.5
SS
SS
SS
SS
SS
SS
SS
SS
SS
0.3
5.0
8.5
11.0
15.5
24.025.0
Topsoil
Brown and gray, moist, very soft, SILTY CLAY(CL-ML)
Dark gray, very moist, very soft, SILTY CLAY(CL-ML)
Brown, very moist, very soft, CLAYEY SILT(ML)
Brown, very moist, very soft to soft, SILTYCLAY (CL-ML)
Brown, moist, soft to very stiff, SILTY CLAY(CL)
Black, severely weathered COAL
Bottom of Test Boring at 25.0 ft
1
2
3
4
5
6
7
8
9
392.2
387.5
384.0
381.5
377.0
368.5367.5
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 48+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/21/16
3/21/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method8.04.53.7
12.4
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 392.5S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-107170GC00282
5
10
15
20
25
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
0-0-1
0-0-2
0-1-1
0-0-2
1-2-2
2-3-3
2-2-2
6-9-13
3-6-5
13-20-32
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
Auger refusal at 33.2 ft
Rock Core No. 1:33.2 to 38.2 ftRecovery = 100%RQD = 70%
31.0
28.6
28.1
26.2
22.7
28.6
20.3
34.8
0.25
0.5
0.5
0.75
1.0
1.0
4.5
1.25
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
RC
0.3
5.5
10.5
13.0
18.0
22.0
27.0
38.2
3 in. topsoil
Gray, very moist, very soft, SILTY CLAY(CL-ML)
Brown and gray, moist, very soft, SILTY CLAY(CL-ML)
Brow, moist, soft, SILTY CLAY (CL-ML)
Brown, moist, medium stiff to soft, SILTYCLAY (CL)
Brown, moist, very stiff, CLAY (CH)
Brown, moist, stiff, CLAY (CH) (completelyweathered shale)
Gray, severely weathered SHALE with coal
Bottom of Test Boring at 38.2 ft
1
2
3
4
5
6
7
8
9
10
1
394.2
389.0
384.0
381.5
376.5
372.5
367.5
356.3
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter 24+ hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/22/16
3/22/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNone14.03.5
15.7
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 394.5S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-108170GC00282
5
10
15
20
25
30
35
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
ST
ST9.0
Blank drilled to obtain Shelby Tube samples
Bottom of Test Boring at 9.0 ft
1
2385.5
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter -- hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/23/16
3/23/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring Method--------
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 394.5S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
-
--
3.0
lbs.
in.
in.
in.
in.
B-108 ST170GC00282
5
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
0-0-2
0-1-2
1-2-2
1-2-2
1-2-3
1-2-3
Ground surface elevationestimated from topographicinformation provided byPCI Skanska
Borehole backfilled withauger cuttings and cappedwith concrete
26.3
28.7
25.0
25.9
24.8
22.5
0.5
<0.25
0.5
1.0
1.5
1.5
SS
SS
SS
SS
SS
SS
0.3
3.0
13.0
15.0
4 in. topsoil
Brown, very moist, very soft SILTY CLAY(CL-ML)
Brown and gray, moist to very moist, very softto soft CLAYEY SILT (ML)
Brown, moist, soft, SILTY CLAY (CL-ML)
Bottom of Test Boring at 15.0 ft
1
2
3
4
5
6
392.7
390.0
380.0
378.0
Gro
und
wat
er
Rem
arks
Sta
ndar
d P
enet
ratio
n T
est,
Blo
ws
per
6 in
. Inc
rem
ents
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
PP
-tsf
Noted on Drilling ToolsAt CompletionAfter -- hoursCave Depth
Evansville Christian School
Evansville Christian School
Northwest of Lincoln Avenue and Epworth Road
Newburgh, Indiana
SOIL CLASSIFICATION
BORING #
JOB #
Sam
ple
No.
3/23/16
3/23/16
Z. Vaughan
D. Homm
HSA
of
Depth to Groundwater Boring MethodNone
6.0--
10.5
ft.ft.ft.ft.
Sam
pler
Gra
phic
sR
ecov
ery
Gra
phic
s
Sam
ple
Typ
e
1 1Page
Str
atum
Ele
vatio
n
Dep
thS
cale
, ft
TEST BORING LOG
DRILLING and SAMPLING INFORMATION
- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger
SURFACE ELEVATION 393S
trat
umD
epth
, ft
TEST DATA
Sample TypeSSSTCARCCUCT
- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube
CLIENT
PROJECT NAME
PROJECT LOCATION
Date Started
Date Completed
Drill Foreman
Inspector
Boring Method
Hammer Wt.
Hammer Drop
Spoon Sampler OD
Rock Core Dia.
Shelby Tube OD
140
30
2.0
--
--
lbs.
in.
in.
in.
in.
B-109170GC00282
5
10
15
HSACFACAMDHA
7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256
(317) 849-4990Fax (317) 849-4278
Draft
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT101
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 20.51 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF300
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF40
Pore Pressure
Pw PSI50-50
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer250
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT102
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 20.83 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF600
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF30
Pore Pressure
Pw PSI50-20
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer300
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT103
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 20.34 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF400
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF40
Pore Pressure
Pw PSI80-20
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer300
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT104
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 20.67 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF400
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw PSI100-60
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer250
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT105
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 23.46 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF300
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw PSI50-20
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer250
Evansville Christian SchoolOperator: Z.V.
Sounding: CPT106
Cone Used: DDG1181
CPT Date/Time: 3/23/2016 12:51:01 PM
Location: Newburgh, IN
Job Number: 170GC00282
Maximum Depth = 21.65 feet Depth Increment = 0.164 feet
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF300
0
2
4
6
8
10
12
14
16
Depth(ft)
Local Friction
Fs TSF20
Pore Pressure
Pw PSI100-60
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained 2 organic material 3 clay
4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt
7 silty sand to sandy silt 8 sand to silty sand 9 sand
10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)
120
SPT N*
60% Hammer250