Bridge Statistics for Palmyra, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 220ft / 67.3mTotal length
- $38,900,000Total costs
- 28,592Total average daily traffic
- 1,816Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Palmyra
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 11930-1939
- 11960-1969
- 11980-1989
- 41990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.1%Excellent
- 9.1%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Excellent
- 18.2%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Serious
- Bridge Condition - Substructure
- 9.1%Excellent
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 58.3%Good
- 25.0%Satisfactory
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Structure Number: 101649, Location: .2 MI N JCT SH21 & BRG CL (Lat: 43.067975, Lng: -77.217028), Route carried "on" structure: State highway 21, Year Built: 1994, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 3,227 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 3,920 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENT STREET, CSX TRANS/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.42m (86.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,763,000, Roadway Improvement Cost: $4,546,000, Total Project Cost: $12,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101649, Location: .2 MI N JCT SH21 & BRG CL (Lat: 43.067975, Lng: -77.217028), Route carried "on" structure: State highway 21, Year Built: 1994, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 3,227 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 3,920 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENT STREET, CSX TRANS/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.42m (86.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,763,000, Roadway Improvement Cost: $4,546,000, Total Project Cost: $12,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102172, Location: 0.9 MI W JCT RTS 31 & 21 (Lat: 43.063361, Lng: -77.249819), Route carried "on" structure: State highway 31, Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,380 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,428 (year 2040), Design Load: HS 20, Features Intersected: GANARGUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.410, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.14m (13.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,558,000, Roadway Improvement Cost: $912,000, Total Project Cost: $2,470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102172, Location: 0.9 MI W JCT RTS 31 & 21 (Lat: 43.063361, Lng: -77.249819), Route carried "on" structure: State highway 31, Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,380 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,428 (year 2040), Design Load: HS 20, Features Intersected: GANARGUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.410, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.14m (13.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,558,000, Roadway Improvement Cost: $912,000, Total Project Cost: $2,470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 331453, Location: 2.2 MI E OF MACEDON (Lat: 43.061158, Lng: -77.257025), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,496 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,094 (year 2040), Design Load: HL 93, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: YELLOW MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 331453, Location: 2.2 MI E OF MACEDON (Lat: 43.061158, Lng: -77.257025), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,496 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,094 (year 2040), Design Load: HL 93, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: YELLOW MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 331455, Location: 2.8 MI N OF PALMYRA (Lat: 43.090789, Lng: -77.248964), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,459 (year 2040), Features Intersected: RED CREEK, Facility Carried by Structure: MACEDON CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $112,000, Total Project Cost: $303,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331455, Location: 2.8 MI N OF PALMYRA (Lat: 43.090789, Lng: -77.248964), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,459 (year 2040), Features Intersected: RED CREEK, Facility Carried by Structure: MACEDON CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $112,000, Total Project Cost: $303,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331457, Location: 2.2 MI N OF PALMYRA (Lat: 43.087917, Lng: -77.238553), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 1,848 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,286 (year 2040), Design Load: HS 25 or greater, Features Intersected: RED CREEK, Facility Carried by Structure: CR210 MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $730,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331457, Location: 2.2 MI N OF PALMYRA (Lat: 43.087917, Lng: -77.238553), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 1,848 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,286 (year 2040), Design Load: HS 25 or greater, Features Intersected: RED CREEK, Facility Carried by Structure: CR210 MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $730,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331462, Location: 1.5 MI SE OF E PALMYRA (Lat: 43.077408, Lng: -77.178131), Route carried "on" structure: Other road , Year Built: 1932, Year Reconstructed: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 297 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: SOUTH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $341,000, Total Project Cost: $922,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331462, Location: 1.5 MI SE OF E PALMYRA (Lat: 43.077408, Lng: -77.178131), Route carried "on" structure: Other road , Year Built: 1932, Year Reconstructed: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 297 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: SOUTH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $341,000, Total Project Cost: $922,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331463, Location: 2.7 MILES EAST OF PALMYRA (Lat: 43.070839, Lng: -77.184697), Route carried "on" structure: Other road , Year Built: 1984, Year Reconstructed: 2016, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 343 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2037), Features Intersected: GANARGUA CREEK, Facility Carried by Structure: HOGBACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $937,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 331463, Location: 2.7 MILES EAST OF PALMYRA (Lat: 43.070839, Lng: -77.184697), Route carried "on" structure: Other road , Year Built: 1984, Year Reconstructed: 2016, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 343 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2037), Features Intersected: GANARGUA CREEK, Facility Carried by Structure: HOGBACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $937,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 401648, Location: JCT OF RTE 21 + BARGE C (Lat: 43.064875, Lng: -77.220242), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Posted for load-capacity, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 4,006 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,866 (year 2040), Design Load: H 20, Features Intersected: Erie Canal Heritage Trai
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 3.926, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $5,852,000, Roadway Improvement Cost: $3,427,000, Total Project Cost: $9,280,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
Structure Number: 401648, Location: JCT OF RTE 21 + BARGE C (Lat: 43.064875, Lng: -77.220242), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Posted for load-capacity, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 4,006 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,866 (year 2040), Design Load: H 20, Features Intersected: Erie Canal Heritage Trai
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 3.926, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $5,852,000, Roadway Improvement Cost: $3,427,000, Total Project Cost: $9,280,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
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Structure Number: 443718, Location: 0.4 MI W JCT RTE 21 + C (Lat: 43.067339, Lng: -77.229450), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1987, Status: Closed, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,993 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 2,790 (year 2028), Features Intersected: ERIE CANAL, Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $2,882,000, Roadway Improvement Cost: $1,688,000, Total Project Cost: $4,570,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 443718, Location: 0.4 MI W JCT RTE 21 + C (Lat: 43.067339, Lng: -77.229450), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1987, Status: Closed, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,993 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 2,790 (year 2028), Features Intersected: ERIE CANAL, Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $2,882,000, Roadway Improvement Cost: $1,688,000, Total Project Cost: $4,570,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 443719, Location: 0.6MI W JCT RTE 21 & CANL (Lat: 43.067122, Lng: -77.233911), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,848 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,286 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,384,000, Roadway Improvement Cost: $810,000, Total Project Cost: $2,194,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 443719, Location: 0.6MI W JCT RTE 21 & CANL (Lat: 43.067122, Lng: -77.233911), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,848 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,286 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,384,000, Roadway Improvement Cost: $810,000, Total Project Cost: $2,194,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44372, Location: 1.1 MI SW JCT RTE 21 + C (Lat: 43.063592, Lng: -77.258150), Route carried "on" structure: County highway , Year Built: 1911, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,699 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,379 (year 2037), Features Intersected: ERIE CANAL, Facility Carried by Structure: WALWORTH ROAD
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $2,307,000, Roadway Improvement Cost: $1,351,000, Total Project Cost: $3,658,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 44372, Location: 1.1 MI SW JCT RTE 21 + C (Lat: 43.063592, Lng: -77.258150), Route carried "on" structure: County highway , Year Built: 1911, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,699 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,379 (year 2037), Features Intersected: ERIE CANAL, Facility Carried by Structure: WALWORTH ROAD
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $2,307,000, Roadway Improvement Cost: $1,351,000, Total Project Cost: $3,658,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 443725, Location: ACCESS TO LOCK 29 (Lat: 43.064669, Lng: -77.248767), Route carried "on" structure: ServiceOther road , Year Built: 1914, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 3.32m (10.89ft), Design Load: H 20, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: LOCK 29 ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $651,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 443725, Location: ACCESS TO LOCK 29 (Lat: 43.064669, Lng: -77.248767), Route carried "on" structure: ServiceOther road , Year Built: 1914, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 3.32m (10.89ft), Design Load: H 20, Features Intersected: GANARGUA CREEK, Facility Carried by Structure: LOCK 29 ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $651,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 101649, Location: .2 MI N JCT SH21 & BRG CL (Lat: 43.067975, Lng: -77.217028), Route carried "under" structure: Other road , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: KENT STREET, CSX TRANS/A, Facility Carried by Structure: RTE 21
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)
Structure Number: 101649, Location: .2 MI N JCT SH21 & BRG CL (Lat: 43.067975, Lng: -77.217028), Route carried "under" structure: Other road , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: KENT STREET, CSX TRANS/A, Facility Carried by Structure: RTE 21
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)