Soil Boring Data near B1312.pdf
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- Attached to
- 187FW Modular Buildings - Shop and Work Space
- Solicitation number
- W50S6N-21-Q-0002
About this file
This document contains soil boring data and logs from test borings near B1312 as well as details of a related federal contract opportunity. The soil boring logs document the results of test borings at locations B-9 through B-14, identifying soil composition and properties at varying depths.
The related federal contract opportunity is a Request for Quote issued by the 187th Fighter Wing Contracting Office of the Alabama Army National Guard. The solicitation number is W50S6N-21-Q-0002 for the lease of modular buildings and work space to serve as a shop and workspace. Responses are due by the date specified in the solicitation attachments. The requirement is for the lease of modular structures to the Department of the Army.
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Text version
900 ft
N
N © 2020 Google
© 2020 Google
© 2020 Google
1383046935N Text Box B1312
1383046935N Line
10.0" OF ASPHALT
6" OF GRAY LIME STABILIZED CLAY
SOFT
TAN & GRAY PLASTIC CLAY W/ CALCAREOUS
NODULES
"CH"
STIFF
-TO-
SOFT
BORING TERMINATED
36.1
32.7
38.5
0.9
1.4
6.5
LA
SB
4/21/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
188.7
183.7
193.70.0
G20-5781
Water Level
Water Level
Boring Caved
B -9
JOB NO.
DATE DRILLED 4/21/20
7.5" OF ASPHALT
12" OF TAN & RED CLAYEY SAND
(FILL)
"SC"
LOOSE
TAN & GRAY PLASTIC CLAY
FIRM
GRAY & TAN PLASTIC CLAY
STIFF
-TO-
FIRM
BORING TERMINATED
0.6
1.6
3.0
6.5
LA
SB
4/21/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
189.7
184.7
194.70.0
G20-5781
Water Level
Water Level
Boring Caved
B-10
9.5" OF ASPHALT
4.5" OF RED CLAYEY SAND
LOOSE
TAN & GRAY PLASTIC CLAY
SOFT
GRAY & TAN PLASTIC CLAY
FIRM
BORING TERMINATED
32.4
40.0
32.9
0.8
1.2
2.5
6.5
SB
4/21/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
188.7
183.7
193.70.0
G20-5781
Water Level
Water Level
Boring Caved
B-11
7" OF ASPHALT
12" OF TAN CLAYEY SAND
"SC"
FIRM
GRAY & TAN PLASTIC CLAY
STIFF
GRAY PLASTIC CLAY
STIFF
TAN & GRAY PLASTIC CLAY W/ CALCAREOUS
NODULES
FIRM
BORING TERMINATED
0.6
1.6
3.5
5.0
6.5
LA
SB
4/20/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
190.2
185.2
195.20.0
G20-5781
Water Level
Water Level
Boring Caved
B-12
DATE DRILLED 4/20/20
7.9" OF ASPHALT
12" OF TAN CLAYEY SAND W/ GRAVEL BASE
FIRM
TAN PLASTIC CLAY
STIFF
GRAY PLASTIC CLAY
FIRM
BORING TERMINATED
10.2
29.4
33.8
0.7
1.7
3.0
6.5
SB
4/20/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
190.1
185.1
195.10.0
G20-5781
Water Level
Water Level
Boring Caved
B-13
6.7" OF ASPHALT
10" OF TAN CLAYEY SAND W/ GRAVEL BASE
FIRM
GRAY PLASTIC CLAY
STIFF
-TO-
FIRM
BORING TERMINATED
0.6
1.4
6.5
SB
4/20/20
10 20 30 40
Penetration (N) is the Number of Blows of 140 lb. Hammer Falling 30 in. Required to Drive 1.4 in I.D. Sampler 1 Ft.
Undisturbed Sample
LA Lab Analysis
TEST BORING LOG
DESCRIPTION N PENETRATION (N) BLOWS PER FT. %H
2 O R
E M
.0 60 80 100
Boring and Sampling Meets ASTM D-1586
DEPTH
FT.
ELEV
TYPE BORING
BORING NO.
189.8
184.8
194.80.0
G20-5781
Water Level
Water Level
Boring Caved
B-14
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