Soil Boring Logs for Phase 1.pdf
PDF 116 KB Posted
- Attached to
- PSTE162011 Repair & Widen Taxiways
- Solicitation number
- W912QG-23-B-0001
About this file
This document includes soil boring logs and test results for a federal contract opportunity to repair and widen taxiways at McEntire Joint National Guard Base in Eastover, South Carolina. The logs document soil conditions at 26 boring locations across the project site, identifying layers of fill material, native soils, and test results including moisture content, liquid limit, plastic limit, and grain size analyses. The related opportunity notice seeks bids for a firm fixed-price contract to replace existing taxiway surfaces and widen to standards, with a base award estimated between $10-25 million. Interested parties must attend a mandatory pre-bid meeting on March 17, 2023 and submit proposals by the amended due date. The work is set aside 100% for small businesses with a NAICS code of 237310 and size standard of $45 million.
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A
B
FILL
MH
238.8 238.3
237.3
228.8
0.8 1.3
2.3
10.8
PP = 4.50 tsf
LL = 52
PL = 34
MC = 20.8%
% Passing #200 = 61.8 PP = 4.50 tsf PP = 4.50 tsf
PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
15+10+11+13
S-02, SPT
13+13+15+17
S-03, SPT
18+16+17+19
S-04, SPT
18+19+19+21
S-05, SPT
17+15+19+22
Asphalt; 9.5 Inches
Crushed stone; 6 Inches
PROBABLE FILL, sampled as clayey sand; moist, reddish brown
SANDY ELASTIC SILT; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.8 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.8 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 239.6 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/15/19 Finished: 1/15/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-19Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
2/
FILL
MH
237.3
236.3
227.3
0.8
1.8
10.8
PP = 2.50 tsf
PP = 2.50 tsf
PP = 3.75 tsf
PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
2+WOH+2+5
S-02, SPT
6+6+9+12
S-03, SPT
10+10+13+12
S-04, SPT
14+11+15+18
S-05, SPT
17+19+23+25
Concrete; 9.0 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, brown
SANDY ELASTIC SILT; moist, reddish brown, probable ALLUVIAL material
Change: reddish brown and orangish brown
Bottom of Boring at 10.8 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.8 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.0 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/15/19 Finished: 1/15/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-20Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
CL
237.6
236.6
227.6
0.7
1.7
10.7
PP = 0.50 tsf
PP = 2.75 tsf
PP = 4.25 tsf
PP = 4.25 tsf
PP = 4.25 tsf
S-01, SPT
3+2+1+5
S-02, SPT
6+7+9+11
S-03, SPT
12+13+12+15
S-04, SPT
17+13+14+14
S-05, SPT
14+12+12+12
Concrete; 8.5 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, light brown
SANDY LEAN CLAY; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.7 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.7 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.3 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-21Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
CL
237.6 237.1
227.6
0.8 1.3
10.8
PP = 1.25 tsf
LL = 43
PL = 22
MC = 19.4%
% Passing #200 = 55.2 PP = 3.00 tsf PP = 4.00 tsf
PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
3+3+2+5
S-02, SPT
6+8+10+11
S-03, SPT
12+13+14+16
S-04, SPT
15+14+14+16
S-05, SPT
16+13+14+15
Concrete; 9.0 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, light brown
SANDY LEAN CLAY; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.8 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.8 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.4 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-22Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
ML
237.8
236.5
228.5
0.7
2.0
10.0
LL = 48
PL = 34
MC = 19.6%
% Passing #200 = 51.6 PP = 2.50 tsf
PP = 3.75 tsf
PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
1+5+4+5
S-02, SPT
7+9+10+10
S-03, SPT
10+10+10+14
S-04, SPT
12+14+16+15
S-05, SPT
15+15+15+14
Topsoil; 8.0 Inches
PROBABLE FILL, sampled as sandy lean clay; moist, brown
SANDY SILT; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.0 ft.
Boring terminated at selected depth.
Boring backfilled with cuttings upon completion.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.0 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.5 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-23Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
MH
238.2 237.7
235.2
228.2
0.8 1.3
3.8
10.8
LL = 32
PL = 18
MC = 14.6%
% Passing #200 = 46.2 PP = 2.00 tsf
LL = 51
PL = 32
MC = 19.1%
% Passing #200 = 55.1 PP = 4.00 tsf PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
27+12+8+11
S-02, SPT
8+8+7+10
S-03, SPT
11+12+15+17
S-04, SPT
16+15+16+16
S-05, SPT
18+16+17+18
Asphalt; 9.0 Inches
Crushed stone; 6.0 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, brown
SANDY ELASTIC SILT; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.8 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.8 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.9 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-24Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
MH
238.2 237.7
233.7
228.2
0.8 1.3
5.3
10.8
PP = 4.50 tsf
PP = 3.50 tsf
PP = 2.25 tsf
PP = 4.50 tsf
PP = 4.50 tsf
S-01, SPT
16+9+6+7
S-02, SPT
7+7+16+12
S-03, SPT
9+7+10+14
S-04, SPT
15+11+14+16
S-05, SPT
17+18+17+18
Asphalt; 9.5 Inches
Crushed stone; 6.0 Inches
PROBABLE FILL, sampled as sandy lean clay; moist, reddish brown
SANDY ELASTIC SILT; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.8 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.8 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 239.0 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-25Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
CL
237.9
233.9
227.9
0.9
4.9
10.9
LL = 54
PL = 22
MC = 22.2%
% Passing #200 = 47.8 PP = 2.50 tsf
PP = 1.25 tsf
PP = 4.00 tsf
PP = 4.50 tsf
S-01, SPT
3+2+3+2
S-02, SPT
6+7+5+4
S-03, SPT
4+4+5+7
S-04, SPT
8+11+14+16
S-05, SPT
14+13+13+13
Concrete; 10.5 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, reddish brown
Change: dark gray
SANDY LEAN CLAY; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.9 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.9 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 238.8 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-26Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
FILL
CL
238.3
233.3
228.3
0.9
5.9
10.9
PP = 2.50 tsf
PP = 1.00 tsf
PP = 2.00 tsf
PP = 3.00 tsf
S-01, SPT
3+2+3+5
S-02, SPT
4+4+6+6
S-03, SPT
4+3+3+5
S-04, SPT
5+5+7+10
S-05, SPT
11+11+15+17
Concrete; 10.5 Inches
PROBABLE FILL, sampled as clayey sand, fine to medium grained sand;
moist, orangish brown
Change: dark gray
SANDY LEAN CLAY; moist, reddish brown, probable ALLUVIAL material
Bottom of Boring at 10.9 ft.
Boring terminated at selected depth.
Not Encountered
Completion
1/14
1/14
Dry
Dry
Schnabel Representative: Kevin Morgan
Total Depth: 10.9 ft
Equipment: Geoprobe 7822DT
Ground Surface Elevation: 239.2 (ft)
Contractor: Walker Environmental West Columbia, South Carolina
Contractor Foreman: Tyler Felder
Hammer Type: Auto Hammer (140 lb)
Dates Started: 1/16/19 Finished: 1/16/19
Location: See Location Plan
Method: 2-1/4" ID Hollow Stem Auger
Plunge: Bearing:
Date CavedDepthTime Casing Groundwater Observations
Project:
STRA
TUM
Repair & Widen Primary Taxiway McEntire JNGB Eastover, SC
SYMBOL
Contract Number: 17C19063.01 Sheet: 1 of 1
ELEV
(ft)
TEST
BORING
LOG
TESTS
DATA
MATERIAL DESCRIPTION
SAMPLING
DEPTH
REMARKS
TW-27Boring Number:
DEPTH
(ft)
T E
S T
B O
R
IN
G L
O G
C
3.
L
O G
S A
N D
L A
B .G
P J
T E
S T
T E
M P
LA
T
E .G
D T
2/
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