HORAN ROAD over Erie Canalway Trail: Eri (Route: 0)
Num:4445210x
Open: no restriction [A]
Built: 1914, Reconstructed: 1998
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 69.8 m = 229.0 ft
Main Spans: 1 at 69.1 m = 226.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 4.5 m = 14.8 ft (1 Lanes) and Out-To-Out: 6.2 m = 20.3 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 4.75 m = 15.6 ft and Navigational Clearance: 5.1 m = 16.7 ft

Location
Medina [46415]: Orleans County [073], New York [36]
Owned by State Highway Agency [01], DOT District: 45
0.5MI E JCT BARGE C+RTE63

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: Other [C]
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 1999 [1199] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 772 (2017) and Trucks: 4%
Future ADT: 1081 (In 2037 )

RTE 31 over OAK ORCHARD RIVER (Route: 31)
Num:1021510x
Open: no restriction [A]
Built: 1970, Reconstructed: 2004
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 39 m = 128.0 ft
Main Spans: 1 at 37.8 m = 124.0 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 13.5 m = 44.3 ft (3 Lanes) and Out-To-Out: 17.9 m = 58.7 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Medina [46415]: Orleans County [073], New York [36]
Owned by State Highway Agency [01], DOT District: 45
0.2MI E JCT RTS 31 + 63

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 69.9 metric ton = 76.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Meets minimum tolerable limits to be left in place as is [4] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 1999 [899] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2.8 km = 1.7 mi
Traffic
ADT: 4669 (2017) and Trucks: 5%
Future ADT: 4690 (In 2039 )

GLENWOOD AVENUE over Canalway Trail: Erie Can (Route: 0)
Num:4445220x
Posted for load [P]
Built: 1914, Reconstructed: 1998
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 54.9 m = 180.1 ft
Main Spans: 1 at 54.2 m = 177.8 ft
Approach Spans: 0
Skew: 21
Width, Roadway: 5 m = 16.4 ft (1 Lanes) and Out-To-Out: 6 m = 19.7 ft for a 5.8 m = 19.0 ft approaching roadway.
Vertical Clearance: 4.59 m = 15.1 ft and Navigational Clearance: 4.8 m = 15.7 ft

Location
Medina [46415]: Orleans County [073], New York [36]
Owned by Town or Township Highway Agency [03], DOT District: 45
0.2MI E JCT BARGE C+RTE63

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: Other [C]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 77.1 metric ton = 84.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 2020 [1020] and Frequency: 12

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 291 (2017) and Trucks: 2%
Future ADT: 407 (In 2037 )

E OAK ORCHARD ST over OAK ORCHARD CREEK (Route: 0)
Num:3319320x
Open: no restriction [A]
Built: 1920, Reconstructed: 2020
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 9.8 m = 32.2 ft
Main Spans: 1 at 8.5 m = 27.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 0 m = 0.0 ft (2 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Medina [46415]: Orleans County [073], New York [36]
Owned by County Highway Agency [02], DOT District: 45
AT MEDINA

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 47.7 metric ton = 52.5 tons ()
Inventory: 19.8 metric ton = 21.8 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: N/A [N]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Meets minimum tolerable limits to be left in place as is [4] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 1001 (2017) and Trucks: 4%
Future ADT: 1238 (In 2039 )