375541_R3_boring logs_06-10-2024.pdf
PDF 115 KB Posted
- Solicitation number
- 2111101
- Issued by
- Seneca County, New York
About this file
This document contains information related to a state and local contract opportunity for the replacement of the Frontenac Road Bridge over Trumansburg Creek in the Town of Covert, Seneca County, New York. The project is a Federal Aid Project being administered by the County of Seneca, and the work includes providing all labor, materials, and equipment necessary for the full replacement of the existing bridge and reconstruction of the full depth asphalt pavement. The project has a total length of 470 feet, and the successful bidder must follow the NYSDOT Standard Specifications. The DBE goal for this project is 6.0%, and there are no M/WBE goals. The EEO Employment goals are 5.9% for Minority Employment and 6.9% for Women Employment. The use of the NYSDOT approved civil rights reporting software, Equitable Business Opportunities (EBO), is required. Bids are due by July 11, 2024, at 2:00 PM. There are no residential or geographical restrictions, and applicable Federal requirements take precedence over State and local requirements unless State and local requirements are deemed to be more stringent. This project is not a Service-Disabled Veteran-Owned Set Aside.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 375541_R3_Project Manual_06-10-2024.pdf | ||
| 2024 RFP Notice to bidders for Frontenac.pdf | ||
| 375541_R3_PSE_plans_06-10-2024.pdf |
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Text version
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
0.5
0.8
1.2
0.4
0.9
0.5
1.1
0.5
0.4
0.6
1.3
1.3
0.8
Auger Grinding from 0' to 4'
Water level observations made during drilling may not represent static groundwater conditions.
Cobbles and boulders are likely present within the soil layers.
R
TOPSOIL (TOPSOIL)
f.m.c. SAND, little silt, little f. gravel, trace organics, brown, v.compact, moist (FILL) grades to Some f.c. Gravel becomes m.compact (FILL) grades to little f. gravel (FILL) f.m.c. SAND, Some Silt, Some f. Gravel, brown, m.compact, wet (SM) f.m.c. SAND, Some clayey Silt, little f. gravel, brown, loose, wet (SM)
Silty CLAY, trace f.m. sand, trace organics, trace wood, gray, soft, wet (CL) f.c. GRAVEL, Some clayey Silt, Some f.m.c.
Sand, brown, m.compact, wet (GM) grades to And f.m.c. Sand (GM) f.m.c. SAND, Some clayey Silt, Some f.c.
Gravel, brown, m.compact, wet (SM) grades to little clayey silt (SM) f.m.c. SAND, Some clayey Silt, little f.c. gravel, brown, m.compact, wet (SM) grades to Some f.c. Gravel becomes m.compact (SM) f.c. GRAVEL, Some clayey Silt, Some f.m.c.
Sand, brown, m.compact, wet (SM)
Silty CLAY, And f.c. Gravel, little f.m.c. sand, brown, v.stiff, wet (CL)
14-50/0.3
5-6-5-4
5-7-7-6
9-9-7-6
8-8-2-2
1-2-2-2
3-8-6-3
6-7-8-12
9-9-6-3
12-11-5-5
2-5-6-6
4-11-8-12
14-9-13-12
3-7-10-16
5-31-23
5-31-23
7:15 AM
11:45 AM
7.6
79.5
84.5
LOCATION: Covert, New York
CLIENT: Seneca County, NY
CONTRACTOR: NW Contracting
DRILLER: S. Gingrich INSPECTOR: C. Hourigan
CHECKED BY: S. Doehla
388.0 (ft; Estimated)
SURFACE
ELEV:
NORTHING:COORDS. EASTING:
DATUM: NAD83 / NAVD88
932147.99 808486.07
DRILL FLUID: Water at 79' ROD SIZE: NW
DRILL RIG:Truck RigHAMMER TYPE: Safety On Cathead Rope
FINISH: 5/31/2023 11:45:00 AMSTART: 5/30/2023 11:30:00 AM
WATER
LEVEL
OBSERVATIONS
DATE TIME READING
TYPE
WATER
DEPTH
(ft)
CASING
BOTTOM
(ft)
HOLE
BOTTOM
(ft)
DRILLING METHOD:4.25" HSA
S A
M P
./C O
R E
N U
M B
E R
"N
V al ue or
R Q
D
S A
M P
LE
G R
A P
H
IC
S
DESCRIPTION AND CLASSIFICATION
WATER
LEVELS
AND/OR
WELL DATA
S A
M P
. A D
V ft)
LE
N . C
O R
E ft)
REMARKS ON
CHARACTER OF
DRILLING, WATER
RETURN, ETC.
E
LE
V A
T
IO
N (F ee t)
D E
P T
H (F ee t)BLOWS PER 6"
ON SPLIT
SPOON
SAMPLER
R E
C O
V E
R Y
(f t)
Frontenac Road Bridge
SUBSURFACE LOG
HOLE NUMBER B-1
Start of Day
Completion
068763PROJECT NUMBER: 6/5/2023
V :\P
R O
JE
C
T S
\A N
Y \K
6\
3.
\0
_P
R O
JE
C
T _D
A T
A \F
IE
LD
_D A
T A
\G E
O T
E C
H N
IC
A
L \B
O R
IN
G
L O
G S
\0
_B O
R
IN
G L
O G
S .G
P J
S-15
S-16
S-17
S-18
S-19
S-20
R-1
1.4
0.3
0.8
1.1
1.2
0.4
0.7
Weatherd Shale bedrock in the tip of spoon S-20.
Used roller bit at 79'.
Water introduced to borehole Roller bit refusal at 79.5'
End at 84.5'. Borehole backfilled with soil cuttings
0%
R
Similar Soil (CL) f.m.c. SAND, Some silty Clay, little f.c. gravel, brown, v.compact, wet (SC)
Silty CLAY, Some f.m.c. Sand, little f.c. gravel, brown, hard, wet (CL) f.m.c. SAND, Some clayey Silt, little f. gravel, brown, m.compact, wet (SM) f.m.c. SAND, And silty Clay, little f. gravel, brown, compact, wet (SC)
Silty CLAY, Some f.m.c. Sand, Some f.c.
Gravel, brown, hard, wet (CL) SHALE, gray, soft, slight weathering, thin bedding, thin fracture spacing, v.poor RQD
(HIGHLY WEATHERED BEDROCK)
End of Boring at 84.5 ft
12-13-16-18
66-29-24-20
21-25-14-13
22-15-14-19
16-20-16-15
39-50/0.2
S A
M P
./C O
R E
N U
M B
E R
"N
V al ue or
R Q
D
S A
M P
LE
G R
A P
H
IC
S
DESCRIPTION AND CLASSIFICATION
WATER
LEVELS
AND/OR
WELL DATA
S A
M P
. A D
V ft)
LE
N . C
O R
E ft)
REMARKS ON
CHARACTER OF
DRILLING, WATER
RETURN, ETC.
E
LE
V A
T
IO
N (F ee t)
D E
P T
H (F ee t)BLOWS PER 6"
ON SPLIT
SPOON
SAMPLER
R E
C O
V E
R Y
(f t)
Frontenac Road Bridge
SUBSURFACE LOG
HOLE NUMBER B-1
068763PROJECT NUMBER: 6/5/2023
V :\P
R O
JE
C
T S
\A N
Y \K
6\
3.
\0
_P
R O
JE
C
T _D
A T
A \F
IE
LD
_D A
T A
\G E
O T
E C
H N
IC
A
L \B
O R
IN
G
L O
G S
\0
_B O
R
IN
G L
O G
S .G
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
1.3
1.3
1.2
0.9
0.3
0.7
1.1
1.1
1.3
0.9
0.7
0.5
0.7
Water level observations made during drilling may not represent static groundwater conditions.
Auger Grinding from 16' to 18'
Switched to 3" FJC at 18'. Water introduced
Cobbles and boulders are likely present within the soil layers.
R
TOPSOIL (TOPSOIL)
f.m.c. SAND, little silt, little f.c. gravel, trace organics, brown, m.compact, moist (FILL) grades to no gravel (FILL) SILT, trace f.m. sand, trace organics, brown, loose, moist (ML) Clayey SILT, trace f.m. sand, brown, stiff, moist
(ML)
Silty CLAY, little f.m. sand, trace f. gravel, brown, m.stiff, wet (CL) f.m.c. SAND, Some silty Clay, trace f. gravel, brown, loose, wet (SC) f.c. GRAVEL, Some f.m.c. Sand, little silt, brown, loose, wet (GM) Similar Soil (GM) grades to And f.m.c. Sand, becomes m.compact (GM) f.m.c. SAND, Some clayey Silt, Some f.c.
Gravel, brown/gray, m.compact, wet (SM) f.c. GRAVEL, Some f.m.c. Sand, little silt, brown/gray, m.compact, wet (GM) f.m.c. SAND, little silt, little f.c. gravel, brown/gray, m.compact, wet (SM) grades to Some f.c. Gravel (SM) becomes compact (SM) f.c. GRAVEL, Some Silt, Some f.m.c. Sand, brown, v.compact, wet (GM)
6-10-9-9
5-4-4-4
2-4-5-5
1-3-5-5
2-4-3-5
4-5-4-2
2-4-4-10
10-12-7-14
9-7-8-8
15-18-10-6
12-6-9-10
16-15-14-15
14-20-16-12
21-50/0.2
6-1-23
6-2-23
6-2-23
7:05 AM
7:10 AM
10:40 AM
5.9
6.2
5.8
93.3
LOCATION: Covert, New York
CLIENT: Seneca County, NY
CONTRACTOR: NW Contracting
DRILLER: S. Gingrich INSPECTOR: C. Hourigan
CHECKED BY: S. Doehla
388.0 (ft; Estimated)
SURFACE
ELEV:
NORTHING:COORDS. EASTING:
DATUM: NAD83 / NAVD88
932172.41 808581.93
DRILL FLUID: Water at 18' ROD SIZE: NW
DRILL RIG:Truck RigHAMMER TYPE: Safety On Cathead Rope
FINISH: 6/2/2023 10:40:00 AMSTART: 5/31/2023 2:10:00 PM
WATER
LEVEL
OBSERVATIONS
DATE TIME READING
TYPE
WATER
DEPTH
(ft)
CASING
BOTTOM
(ft)
HOLE
BOTTOM
(ft)
DRILLING METHOD:4.25" HSA
S A
M P
./C O
R E
N U
M B
E R
"N
V al ue or
R Q
D
S A
M P
LE
G R
A P
H
IC
S
DESCRIPTION AND CLASSIFICATION
WATER
LEVELS
AND/OR
WELL DATA
S A
M P
. A D
V ft)
LE
N . C
O R
E ft)
REMARKS ON
CHARACTER OF
DRILLING, WATER
RETURN, ETC.
E
LE
V A
T
IO
N (F ee t)
D E
P T
H (F ee t)BLOWS PER 6"
ON SPLIT
SPOON
SAMPLER
R E
C O
V E
R Y
(f t)
Frontenac Road Bridge
SUBSURFACE LOG
HOLE NUMBER B-2
Start of Day
Start of Day
Completion
068763PROJECT NUMBER: 6/5/2023
V :\P
R O
JE
C
T S
\A N
Y \K
6\
3.
\0
_P
R O
JE
C
T _D
A T
A \F
IE
LD
_D A
T A
\G E
O T
E C
H N
IC
A
L \B
O R
IN
G
L O
G S
\0
_B O
R
IN
G L
O G
S .G
S-15
S-16
S-17
S-18
S-19
S-20
S-21
S-22
R-1
1.3
1.3
1.1
1.1
1.2
1.3
0.3
0.3
Drilling Mud introduced at 65'
Weathered Shale bedrock in tip of spoon of S-22
End at 93.3'. Borehole backfilled with soil cuttings
0%
R f.m.c. SAND, Some Silt, Some f.c. Gravel, brown, compact, wet (SM)
Clayey SILT, And f.m.c. Sand, little f.c. gravel, brown, v.stiff, wet (ML) becomes hard (ML)
Similar Soil (ML) f.m.c. SAND, Some clayey Silt, Some f.c.
Gravel, brown/gray, compact, wet (SM) grades to little f.c. gravel (SM)
Clayey SILT, Some f.m.c. Sand, little f.c. gravel, brown, hard, wet (ML) f.m.c. SAND, Some Silt, little f.c. gravel, brown, v.compact, wet (SM) SHALE, gray, soft, slight weathering, thin bedding, thin fracture spacing, v.poor RQD
(HIGHLY WEATHERED BEDROCK)
End of Boring at 93.3 ft
15-21-14-15
13-10-11-12
15-19-15-18
17-15-17-15
15-17-18-15
15-20-24-27
23-17-18-19
100/0.3
S A
M P
./C O
R E
N U
M B
E R
"N
V al ue or
R Q
D
S A
M P
LE
G R
A P
H
IC
S
DESCRIPTION AND CLASSIFICATION
WATER
LEVELS
AND/OR
WELL DATA
S A
M P
. A D
V ft)
LE
N . C
O R
E ft)
REMARKS ON
CHARACTER OF
DRILLING, WATER
RETURN, ETC.
E
LE
V A
T
IO
N (F ee t)
D E
P T
H (F ee t)BLOWS PER 6"
ON SPLIT
SPOON
SAMPLER
R E
C O
V E
R Y
(f t)
Frontenac Road Bridge
SUBSURFACE LOG
HOLE NUMBER B-2
068763PROJECT NUMBER: 6/5/2023
V :\P
R O
JE
C
T S
\A N
Y \K
6\
3.
\0
_P
R O
JE
C
T _D
A T
A \F
IE
LD
_D A
T A
\G E
O T
E C
H N
IC
A
L \B
O R
IN
G
L O
G S
\0
_B O
R
IN
G L
O G
S .G
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