HomeMy WebLinkAboutTownline Road Bridge Project Information.
Structure
Information Existing Proposed
Year Constructed:1950 2026
Type:Single-Span
Concrete w/
Steel Girders
Single-Span
Concrete w/
Steel Girders
Overall Width:19’-4” (One-
Lane Road)
31’-4”
Lane Width:8’-0”9’-0”
Shoulder Width:0’-0”4’-0” (North)
6’-0” (South)
Span Length:32’-0”70’-0”
Service Life:N/A 75 Years
Anticipated Construction Cost:
$2,029,000
Tompkins County
Townline Road over Lick Brook Bridge Replacement
Town of Ithaca, New York
Project Objectives
Address as many deficiencies as practical and
restore the long-term structural integrity of the
bridge using cost effective techniques to minimize
the cost of maintenance and repairs.
Proposed Alternative
The proposed alternative is to completely remove
and replace the existing structure. The structure will
be replaced on an adjusted horizontal and vertical
alignment. New cast-in-place concrete
substructures will be constructed on each side of
the stream. Approximately 650 feet of Townline
Road will be reconstructed including subbase,
pavement and guide railing to tie the bridge into the
existing approaches.
Work Zone Traffic Control
Traffic will be maintained using an off-site detour for the duration of construction. The proposed signed
detour route will be 2.2 miles long, and will take approximately 5 minutes to drive, consisting of W. Jersey
Hill Rd, King Rd West, and Sandbank Rd. No accommodations for pedestrians or cyclists are planned as
part of the detour. Access to all local residences and driveways on Townline Road will be maintained
throughout the duration of construction.
Hydraulics
Based on a hydraulic analysis, the existing and proposed bridges are adequately sized. The proposed
structure will satisfy all NYSDOT hydraulic requirements.
Right-Of-Way
The existing highway boundary along Townline Road is 49.50 feet. Three FEE takings
will be required for excavation, and installation of the bridge. The proposed FEE takings
will total 0.415 acres.
Anticipated Environmental Classification
New York State Environmental Quality Review Act (SEQRA) – Type II
Anticipated Schedule
Design Complete – October 2025
Start Construction – May 2026
Complete Construction – October 2026
Contact Information
More information can be found on the Town of Ithaca Department of Public Works website at
https://townithacany.gov/departments/public-works/ or viewed in person at the Town of Ithaca
Department of Public Works.
This information is being provided digitally to allow interested parties to review the project plans at their
own leisure, comment and ask questions of The Town of Ithaca Department of Public Works. Questions
and/or comments must be submitted to the Town of Ithaca Department of Public Works by May 23th,
2025 and can be sent to David O’Shea at engineering@townithacany.gov or Town of Ithaca Department
of Public Works, 114 7 Mile Drive, Ithaca, NY 14850.
Correspondence regarding this project should make reference to:
PIN 3757.26
Replacement of the Townline Road bridge over Lick Brook
Town of Ithaca, Tompkins County, New York
Town of Ithaca:NYSDOT:
David O’Shea Karin Kohl, P.E.
Director of Engineering New York State Department of Transportation, Region 3
Town of Ithaca Department of Public Works 333 E. Washington Street
114 7 Mile Drive Syracuse, New York 13202
Ithaca, NY 14850 Telephone: (315) 426-2683
Telephone: (607) 273-1656 Karin.kohl@dot.ny.gov
engineering@townithacany.gov
Barton & Loguidice, D.P.C.:
Wendell Buckman, P.E.
Barton & Loguidice, D.P.C.
443 Electronics Parkway
Liverpool, New York 13088
Telephone: (315) 457-5200
wbuckman@bartonandloguidice.com
Townline Road over Lick Brook Proposed Detour Route:
958.27
958.35
958.42
958.48
958.00
957.29
956.58
955.84
955.04
953.26
951.46
949.54
947.59
945.69
943.71
941.97
940.64
940.08
922.90
912.87
931.18
938.44
940.96
943.29
945.46
947.98
950.13
952.33
954.24
955.89
957.42
958.25
958.80
959.37
959.46
959.48
959.51
957.29
956.55
955.64
954.54
953.24
951.75
950.08
948.39
946.70
945.01
942.44
941.73
941.40
941.46
941.89
942.71
943.91
945.49
947.24
948.99
950.74
952.49
954.24
955.94
957.29
958.23
958.83
959.37
BROOK
LICKELEV. 958.21
STA. 9+06.60
BEGIN MILLING AND RESURFACING
MEET EXISTING PAVEMENT
ELEV. 957.29
STA. 10+50.00
BEGIN FULL DEPTH RECONSTRUCTION
END MILLING AND RESURFACING
ELEV. 958.23
STA. 17+00.00
END FULL DEPTH RECONSTRUCTION
MEET EXISTING PAVEMENT
STA. 14+55.17
RESUME PAVEMENT
APPROACH SLAB ENDS
STA. 14+30.17
APPROACH SLAB BEGINS
BRIDGE ENDS
STA. 13+54.83
BRIDGE BEGINS
APPROACH SLAB ENDS
STA. 13+35.83
APPROACH SLAB BEGINS
STOP PAVEMENT
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
943.54
PVC STA. 10+62.50
ELEV. 956.93
PVI STA. 11+25.00
ELEV. 955.15
PVT STA. 11+87.50
ELEV.950.93
PVC STA. 12+73.50
ELEV. 945.11
LOW STA. 13+84.03
ELEV. 941.38
PVI STA. 13+86.00
ELEV. 937.51
PVT STA. 14+98.50
ELEV.945.38
PVC STA. 16+37.50
ELEV. 955.11
PVI STA. 16+75.00
ELEV. 957.74
PVT STA. 17+12.50
ELEV.958.56
-2.86%
-6.76% 7.00%
2.18%
LVC = 125.00 FT
G1 = -2.86%
G2 = -6.76%
MO = -0.61 FT
SD = 339 FT
LVC = 225.00 FT
G1 = -6.76%
G2 = 7.00%
MO = 3.87 FT
SD = 114 FT
LVC = 75.00 FT
G1 = 7.00%
G2 = 2.18%
MO = -0.45 FT
SD = 261 FT
GRADE
EXISTING
TGL
GRID
NORTH
- EARTHWORK LIMIT
FULL DEPTH RECONSTRUCTION
LEGEND:
- WATER
- PROPOSED ROADWAY AND SHOULDER
- PROPOSED BRIDGE AND APPROACH
- EXISTING ROAD TO BE REMOVED
SLAB CONSTRUCTION
- PROPOSED ROADWAY MILLING & RESURFACING
- PROPOSED TRAIL CONSTRUCTION
0 25
0VERTICAL
HORIZONTAL
50 feet
20 ft
0
SCALE BAR
30 30 60 90 FEET
TOWNLINE ROAD
SANDBANK ROAD
P 2
M 2
P 1
M 1
P 3
M 3
STA. 9+00.00
PROJECT BEGINS
STA. 9+06.60
BEGIN SHOULDER BACKUP
BEGIN MILLING AND RESURFACING
MEET EXISTING PAVEMENT
STA. 10+50.00
BEGIN ASPHALT SHOULDER
BEGIN FULL DEPTH RECONSTRUCTION
END MILLING AND RESURFACING
STA. 13+35.83
APPROACH SLAB BEGINS
STOP PAVEMENT
END ASSEMBLY, TYPE 0
BOX BEAM GUIDE RAILING
5'-0" TRAIL
OF IMPROVEMENTcPROPOSED
END ASSEMBLY, TYPE 0
BOX BEAM GUIDE RAILING
STA. 13+54.83
BRIDGE BEGINS
APPROACH SLAB ENDS
STA. 14+30.17
APPROACH SLAB BEGINS
BRIDGE ENDS
STA. 14+55.17
RESUME PAVEMENT
APPROACH SLAB ENDS
5'-0" TRAIL
5'-0" TRAIL
STA. 17+75.00
PROJECT ENDS
STA. 17+00.00
END FULL DEPTH RECONSTRUCTION
MEET EXISTING PAVEMENT
SAWCUT PAVEMENT
SAWCUT PAVEMENT
END ASSEMBLY, TYPE IIA
BOX BEAM GUIDE RAILING
END ASSEMBLY, TYPE IIA
BOX BEAM GUIDE RAILING
RAILING (TYP.)
BOX BEAM GUIDE
9'-0" TRAVEL LANE (TYP.)
4'-0" SHOULDER
6'-0" SHOULDER
16"
12"
5"
14"
11"
6"
5"
12"5"
12"
22"
6"
6"
7"8"
16"6"
13"
10"
13"
13"
LICK BROOK
LICK BROOK
postsign
metal
plate
16"
2 bole
path
path
"One Lane
Bridge"15" H.D.P.E.
Inv. =893.62'
(origin unknown)
9+00
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
18+00 18+28
Finger Lakes Land Trust Paul & Beth R. Krause
Instr. #2015-09065
TM#35.-1-6.2
L. 695 P. 308
TM#35.-1-5.1
The Marjory L. Thayer 2004 Family Trust
PO Instr. #453577-001
TM#35.-1-6.2
The Marjory L. Thayer 2004 Family Trust
PO Instr. #453577-001
TM#35.-1-6.2
PIN 3757.26 BIN 3210050
TOWN OF ITHACA, TOMPKINS COUNTY
BRIDGE OVER LICK BROOK
REPLACEMENT OF TOWNLINE ROAD
2.0%
2.0%
2.0%
2.0%
GROUND
EXISTING
TRAVEL LANE
9'-0"
TRAVEL LANE
9'-0"
SHOULDER
4'-0"
SHOULDER
6'-0"
1'-0"
1'-0"
1
2
1
2
2'-0"
2
1
1
2
2'-0"
OF IMPROVEMENTc PROPOSED
TGL
FULL DEPTH RECONSTRUCTION WITH STONE DITCHES
TYPICAL SECTION NO. 1
1'-6"
1'-6"
2.0%2.0%2.0%
1
FLATTER
2 OR
2.0%2.0%
OF IMPROVEMENTc PROPOSED
2'-0"
2'-0"
BRIDGE APPROACH SLAB
TYPICAL SECTION NO. 2
GROUND
EXISTING
WINGWALL
1'-6"
2'-3"
SHOULDER
6'-0"
TRAVEL LANE
9'-0"
TRAVEL LANE
9'-0"
SHOULDER
4'-0"
TGL
ESTABLISHMENT
TURF
ESTABLISHMENT
TURF
EXCAVATION (TYP.)
UNCLASSIFIED
EXCAVATION
UNCLASSIFIED
SEPARATION
GEOTEXTILE
TACK COAT
1.5" - TOP COURSE
4" - BASE COURSE
12" - SUBBASE
2.0%
2.0%
2.0%
2.0%
JOINT ADHESIVE
ASPHALT PAVEMENT
(LIGHT)
1'-0" - STONE FILLING
(TYP.)
GEOTEXTILE BEDDING
28'-0"
(TYP.)
BRIDGE RAILING
TRANSITION
APPROACH SLAB
12" - SUBBASE
EXCAVATION
UNCLASSIFIED
(TYP.)
CONTROL STRIP
3" - VEGETATION
SAWCUT GROOVING OF SLAB SURFACE
STRUCTURAL CONCRETE
PROTECTIVE SEALING OF
PIN 3757.26 BIN 3210050
TOWN OF ITHACA, TOMPKINS COUNTY
BRIDGE OVER LICK BROOK
REPLACEMENT OF TOWNLINE ROAD
OF IMPROVEMENTc PROPOSED
2.0%2.0%
2.0%2.0%
GROUND
EXISTING
1
FULL DEPTH RECONSTRUCTION
TYPICAL SECTION NO. 3
2.0%
2.0%
2.0%
2.0%
2'-0"
2'-0"
2
2'-3"
SHOULDER
6'-0"
TRAVEL LANE
9'-0"
TRAVEL LANE
9'-0"
SHOULDER
4'-0"
2'-3"
2
1
TGL
9"
TRAVEL LANE
9'-0"
SHOULDER
4'-0"
SHOULDER
6'-0"
2.0%
OF IMPROVEMENTcPROPOSED
TRAVEL LANE
9'-0"
2.0%
1'-8"
1'-8"
31'-4" OUT TO OUT
9 "
SIZE AND SPACING TO BE DETERMINED BY DESIGNER
PROPOSED SUPERSTRUCTURE
TGL
BRIDGE SECTION
RAIL (TYP.)
BOX BEAM GUIDE
JOINT ADHESIVE
ASPHALT PAVEMENT
TURF ESTABLISHMENT
ESTABLISHMENT
TURF
1.5" - TOP COURSE
4" - BASE COURSE
12" - SUBBASE
TACK COATEMBANKMENT IN PLACE
GEOTEXTILE SEPARATIONREMOVE ORGANIC MATERIAL
28'-0" - SAWCUT GROOVING OF SLAB SURFACE
SUPERSTRUCTURE SLAB
STRUCTURAL CONCRETE
PROTECTIVE SEALING OF
(FOUR RAIL) (TYP.)
STEEL BRIDGE RAILING
PIN 3757.26 BIN 3210050
TOWN OF ITHACA, TOMPKINS COUNTY
BRIDGE OVER LICK BROOK
REPLACEMENT OF TOWNLINE ROAD
LICK BROOK
EXISTING GRADE
PROPOSED GRADE
BE PINNED TO BEDROCK
PROPOSED ABUTMENTS TO
DHW= 921.58
16.42' FREEBOARD
NWE= 919.00
LVC = 225.00 FT
G1 = -6.76%
MO = 3.87 FT
HSD = 114 FT
70'-0" SPAN
c BEARING
STA. 13+57.50
STOP PAVEMENT
APPROACH SLAB BEGINS
STA. 13+35.83
APPROACH SLAB ENDS
BRIDGE BEGINS
STA. 13+54.83
BRIDGE ENDS
APPROACH SLAB BEGINS
STA. 14+30.17
APPROACH SLAB ENDS
RESUME PAVEMENT
STA. 14+55.17
12'-4"
LEVEL BEDROCK PAD
10'-11"
LEVEL BEDROCK PAD
LOW BEAM
EL. 938.00
EL. 926.00
EL. 921.00
c BEARING
STA. 14+27.50
10 0 10 20 30 FEET
SCALE BAR
DATUM EL. 910.00
(TYP.)
FOOTING CONCRETE
(TYP.)
CONCRETE FOR STRUCTURES
SUPERSTRUCTURE SLAB
(FOUR-RAIL)
STEEL BRIDGE RAILING
(TYP.)
APPROACH SLAB
RAILING (TYP.)
TRANSITION BRIDGE
BRIDGE ELEVATION
PIN 3757.26 BIN 3210050
TOWN OF ITHACA, TOMPKINS COUNTY
BRIDGE OVER LICK BROOK
REPLACEMENT OF TOWNLINE ROAD
PIN 3757.26 – REPLACEMENT OF TOWNLINE ROAD BRIDGE
OVER LICK BROOK
TOWN OF ITHACA
TOMPKINS COUNTY, NEW YORK
Written comments are welcomed by anyone interested in the project.
Comments may be mailed to:
Town of Ithaca Department of Public Works
RE: Townline Road Bridge Replacement Project
Attn: David O’Shea, P.E., Director of Engineering
114 7 Mile Drive
Ithaca, NY 14850
Comments may also be emailed to the addresses listed on the project
flier. The Town must receive written comments no later than
Friday, May 23, 2025.
Name:_______________________________Telephone:___________________________________
Address:____________________________________________________________________________
____________________________________________________________________________
WRITTEN COMMENTS
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