Bridge Statistics for Lockport, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 295ft / 89.6mTotal length
- $141,611,000Total costs
- 92,654Total average daily traffic
- 4,562Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lockport
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 51910-1919
- 11920-1929
- 11940-1949
- 21950-1959
- 11970-1979
- 41980-1989
- 71990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 4.8%Excellent
- 33.3%Very good
- 33.3%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 9.5%Excellent
- 38.1%Very good
- 28.6%Good
- 9.5%Satisfactory
- 4.8%Fair
- 4.8%Poor
- 4.8%Serious
- Bridge Condition - Substructure
- 52.4%Very good
- 23.8%Good
- 9.5%Satisfactory
- 9.5%Fair
- 4.8%Critical
- Bridge Condition - Channel
- 5.3%Excellent
- 52.6%Very good
- 21.1%Good
- 10.5%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 103038, Location: .9 MI S JCT SH 78 & SH104 (Lat: 43.206267, Lng: -78.675844), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 6,160 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,188 (year 2040), Design Load: HS 20, Features Intersected: EB EIGHTEENMLE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $722,000, Total Project Cost: $1,954,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103038, Location: .9 MI S JCT SH 78 & SH104 (Lat: 43.206267, Lng: -78.675844), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 6,160 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,188 (year 2040), Design Load: HS 20, Features Intersected: EB EIGHTEENMLE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $722,000, Total Project Cost: $1,954,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103638, Location: 2 MI W JCT SH 104 & SH 78 (Lat: 43.219319, Lng: -78.716306), Route carried "on" structure: State highway 104, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,923 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,254 (year 2040), Features Intersected: EIGHTEENMILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $1,259,000, Roadway Improvement Cost: $737,000, Total Project Cost: $1,996,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103638, Location: 2 MI W JCT SH 104 & SH 78 (Lat: 43.219319, Lng: -78.716306), Route carried "on" structure: State highway 104, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,923 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,254 (year 2040), Features Intersected: EIGHTEENMILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $1,259,000, Roadway Improvement Cost: $737,000, Total Project Cost: $1,996,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 103639, Location: 0.9 MI W JCT RTS 104 & 78 (Lat: 43.219219, Lng: -78.695425), Route carried "on" structure: State highway 104, Year Built: 1995, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,923 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,254 (year 2040), Design Load: HS 25 or greater, Features Intersected: E BR 18 MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,337,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 103639, Location: 0.9 MI W JCT RTS 104 & 78 (Lat: 43.219219, Lng: -78.695425), Route carried "on" structure: State highway 104, Year Built: 1995, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,923 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,254 (year 2040), Design Load: HS 25 or greater, Features Intersected: E BR 18 MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,337,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22135, Location: 2.1 MILES NE OF LOCKPORT (Lat: 43.183772, Lng: -78.662039), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,479 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,729 (year 2040), Design Load: HS 20, Features Intersected: FALLS ROAD RR, Facility Carried by Structure: COLD SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,129,000, Roadway Improvement Cost: $661,000, Total Project Cost: $1,790,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22135, Location: 2.1 MILES NE OF LOCKPORT (Lat: 43.183772, Lng: -78.662039), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,479 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,729 (year 2040), Design Load: HS 20, Features Intersected: FALLS ROAD RR, Facility Carried by Structure: COLD SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,129,000, Roadway Improvement Cost: $661,000, Total Project Cost: $1,790,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 227166, Location: 1.5 MI SE OF WARRENS CRNR (Lat: 43.204983, Lng: -78.728408), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,068 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,558 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB. TO 18 MILE CREEK, Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021)
Structure Number: 227166, Location: 1.5 MI SE OF WARRENS CRNR (Lat: 43.204983, Lng: -78.728408), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,068 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,558 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB. TO 18 MILE CREEK, Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021)
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Structure Number: 303472, Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185553, Lng: -78.753983), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,499 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,513 (year 2040), Design Load: HS 20, Features Intersected: RTE 93, Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.519, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $446,000, Total Project Cost: $1,207,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 303472, Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185553, Lng: -78.753983), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,499 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,513 (year 2040), Design Load: HS 20, Features Intersected: RTE 93, Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.519, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $446,000, Total Project Cost: $1,207,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332903, Location: 1.3 MI E OF WRIGHTS CORS (Lat: 43.219614, Lng: -78.651281), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 973 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,362 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 77.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $212,000, Total Project Cost: $573,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332903, Location: 1.3 MI E OF WRIGHTS CORS (Lat: 43.219614, Lng: -78.651281), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 973 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,362 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 77.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $212,000, Total Project Cost: $573,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332909, Location: 2.4 MI E OF WARRENS CORS (Lat: 43.222136, Lng: -78.711733), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,890 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 4,046 (year 2036), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EWINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,586,000, Roadway Improvement Cost: $929,000, Total Project Cost: $2,515,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 332909, Location: 2.4 MI E OF WARRENS CORS (Lat: 43.222136, Lng: -78.711733), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,890 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 4,046 (year 2036), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EWINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,586,000, Roadway Improvement Cost: $929,000, Total Project Cost: $2,515,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 332958, Location: 5 mi NW of Lockport (Lat: 43.193942, Lng: -78.709267), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,894 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,580 (year 2040), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $1,064,000, Total Project Cost: $2,880,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 332958, Location: 5 mi NW of Lockport (Lat: 43.193942, Lng: -78.709267), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,894 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,580 (year 2040), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $1,064,000, Total Project Cost: $2,880,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 332968, Location: .9 MI SE OF WRIGHTS CRNRS (Lat: 43.212094, Lng: -78.662031), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 531 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 743 (year 2036), Design Load: HS 20, Features Intersected: E B 18 MILE CREEK, Facility Carried by Structure: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $361,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 332968, Location: .9 MI SE OF WRIGHTS CRNRS (Lat: 43.212094, Lng: -78.662031), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 531 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 743 (year 2036), Design Load: HS 20, Features Intersected: E B 18 MILE CREEK, Facility Carried by Structure: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $361,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 336232, Location: 1.6 MI NW JCT SH78 &CANAL (Lat: 43.189389, Lng: -78.705550), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,064 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,316 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, 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: 18.2m (59.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $251,000, Total Project Cost: $680,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 336232, Location: 1.6 MI NW JCT SH78 &CANAL (Lat: 43.189389, Lng: -78.705550), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,064 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,316 (year 2040), Design Load: HS 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, 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: 18.2m (59.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $251,000, Total Project Cost: $680,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 336732, Location: 1.7 MI NW JCT SH31 & SH78 (Lat: 43.192294, Lng: -78.699139), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,698 (year 2040), Design Load: HS 20, Features Intersected: SOMERSET RR, Facility Carried by Structure: OLD NIAGARA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,196,000, Roadway Improvement Cost: $1,286,000, Total Project Cost: $3,482,000 ( 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: 336732, Location: 1.7 MI NW JCT SH31 & SH78 (Lat: 43.192294, Lng: -78.699139), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,698 (year 2040), Design Load: HS 20, Features Intersected: SOMERSET RR, Facility Carried by Structure: OLD NIAGARA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,196,000, Roadway Improvement Cost: $1,286,000, Total Project Cost: $3,482,000 ( 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: 402148, Location: JCT RTS 31 & 78 & CANAL (Lat: 43.167992, Lng: -78.696808), Route carried "on" structure: State highway 31, Year Built: 1955, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,771 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,788 (year 2040), Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.732, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 72.6m (238.2ft), Out-to-Out Width: 77.6m (254.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 92.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $14,890,000, Roadway Improvement Cost: $8,720,000, Total Project Cost: $23,610,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 402148, Location: JCT RTS 31 & 78 & CANAL (Lat: 43.167992, Lng: -78.696808), Route carried "on" structure: State highway 31, Year Built: 1955, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,771 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,788 (year 2040), Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.732, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 72.6m (238.2ft), Out-to-Out Width: 77.6m (254.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 92.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $14,890,000, Roadway Improvement Cost: $8,720,000, Total Project Cost: $23,610,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 44373, Location: AT LOCKPORT ON ERIE CANAL (Lat: 43.164728, Lng: -78.700681), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 2,980 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,172 (year 2039), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, Facility Carried by Structure: STEVENS STREET
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 39.6m (129.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 81.3m (266.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $5,748,000, Roadway Improvement Cost: $3,366,000, Total Project Cost: $9,113,000 ( 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: 44373, Location: AT LOCKPORT ON ERIE CANAL (Lat: 43.164728, Lng: -78.700681), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 2,980 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,172 (year 2039), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, Facility Carried by Structure: STEVENS STREET
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 39.6m (129.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 81.3m (266.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $5,748,000, Roadway Improvement Cost: $3,366,000, Total Project Cost: $9,113,000 ( 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: 44541, Location: 1.8 MI EAST OF LOCKPORT (Lat: 43.193503, Lng: -78.633142), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 684 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 958 (year 2036), Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 3.138, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,953,000, Roadway Improvement Cost: $1,144,000, Total Project Cost: $3,097,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 44541, Location: 1.8 MI EAST OF LOCKPORT (Lat: 43.193503, Lng: -78.633142), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 684 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 958 (year 2036), Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 3.138, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,953,000, Roadway Improvement Cost: $1,144,000, Total Project Cost: $3,097,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 445411, Location: 1 MILE EAST OF LOCKPORT (Lat: 43.190969, Lng: -78.649925), Route carried "on" structure: Other road , Year Built: 1909, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,390 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,719 (year 2040), Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 3.121, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Navigation Control: Yes ( Vertical Clearance: 5.0m (16.4ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: 5.54m (18.18ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,805,000, Roadway Improvement Cost: $1,057,000, Total Project Cost: $2,863,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 445411, Location: 1 MILE EAST OF LOCKPORT (Lat: 43.190969, Lng: -78.649925), Route carried "on" structure: Other road , Year Built: 1909, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,390 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,719 (year 2040), Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 3.121, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Navigation Control: Yes ( Vertical Clearance: 5.0m (16.4ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: 5.54m (18.18ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,805,000, Roadway Improvement Cost: $1,057,000, Total Project Cost: $2,863,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 445412, Location: AT ECL LOCKPORT ON CANAL (Lat: 43.186089, Lng: -78.666278), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 4,204 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,439 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 23.7m (77.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.69m (31.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,183,000, Roadway Improvement Cost: $2,450,000, Total Project Cost: $6,632,000 ( 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: 445412, Location: AT ECL LOCKPORT ON CANAL (Lat: 43.186089, Lng: -78.666278), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 4,204 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,439 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 23.7m (77.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.69m (31.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,183,000, Roadway Improvement Cost: $2,450,000, Total Project Cost: $6,632,000 ( 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: 445413, Location: IN LOCKPORT ON ERIE CANAL (Lat: 43.182614, Lng: -78.676625), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,193 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,371 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: MATT MURPHY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal 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: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,562,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $4,063,000 ( 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: 445413, Location: IN LOCKPORT ON ERIE CANAL (Lat: 43.182614, Lng: -78.676625), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,193 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,371 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: MATT MURPHY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal 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: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,562,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $4,063,000 ( 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: 445414, Location: AT LOCKPORT ON CANAL (Lat: 43.178617, Lng: -78.682711), Route carried "on" structure: City street , Year Built: 1918, Status: Closed, Structure Length: 3.96m (12.99ft), Truck Traffic: 1%, Features Intersected: ERIE CANAL, Facility Carried by Structure: NORTH ADAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 3.96m (12.99ft), 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: $4,730,000, Roadway Improvement Cost: $2,770,000, Total Project Cost: $7,500,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 445414, Location: AT LOCKPORT ON CANAL (Lat: 43.178617, Lng: -78.682711), Route carried "on" structure: City street , Year Built: 1918, Status: Closed, Structure Length: 3.96m (12.99ft), Truck Traffic: 1%, Features Intersected: ERIE CANAL, Facility Carried by Structure: NORTH ADAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 3.96m (12.99ft), 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: $4,730,000, Roadway Improvement Cost: $2,770,000, Total Project Cost: $7,500,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 445415, Location: IN LOCKPORT (Lat: 43.176708, Lng: -78.685597), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 2001, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,445 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,023 (year 2039), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: EXCHANGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $4,567,000, Roadway Improvement Cost: $2,674,000, Total Project Cost: $7,241,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 445415, Location: IN LOCKPORT (Lat: 43.176708, Lng: -78.685597), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 2001, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,445 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,023 (year 2039), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: EXCHANGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $4,567,000, Roadway Improvement Cost: $2,674,000, Total Project Cost: $7,241,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 445416, Location: .3 MI NE JCT SH 78 & SH31 (Lat: 43.170786, Lng: -78.692856), Route carried "on" structure: City street , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 4,119 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,096 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOWPAT, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 17.3m (56.8ft), Horizontal Clearance: 13.1m (43.0ft)), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Inventory Rating: 32.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $9,201,000, Roadway Improvement Cost: $5,388,000, Total Project Cost: $14,589,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 445416, Location: .3 MI NE JCT SH 78 & SH31 (Lat: 43.170786, Lng: -78.692856), Route carried "on" structure: City street , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 4,119 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,096 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOWPAT, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 17.3m (56.8ft), Horizontal Clearance: 13.1m (43.0ft)), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Inventory Rating: 32.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $9,201,000, Roadway Improvement Cost: $5,388,000, Total Project Cost: $14,589,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 445417, Location: AT JCT RTS 78 + 31 (Lat: 43.169278, Lng: -78.695036), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1992, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,929 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,970 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 29.5m (96.8ft)), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 121.7m (399.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $22,430,000, Roadway Improvement Cost: $13,135,000, Total Project Cost: $35,565,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 445417, Location: AT JCT RTS 78 + 31 (Lat: 43.169278, Lng: -78.695036), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1992, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,929 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,970 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 29.5m (96.8ft)), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 121.7m (399.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $22,430,000, Roadway Improvement Cost: $13,135,000, Total Project Cost: $35,565,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 445419, Location: JCT RTE 93 & CANAL (Lat: 43.153919, Lng: -78.711192), Route carried "on" structure: State highway 93, Year Built: 1991, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,802 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,838 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), 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: 50.9m (167.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,746,000, Roadway Improvement Cost: $2,779,000, Total Project Cost: $7,525,000 ( 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: 445419, Location: JCT RTE 93 & CANAL (Lat: 43.153919, Lng: -78.711192), Route carried "on" structure: State highway 93, Year Built: 1991, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,802 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,838 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), 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: 50.9m (167.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,746,000, Roadway Improvement Cost: $2,779,000, Total Project Cost: $7,525,000 ( 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: 303472, Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185553, Lng: -78.753983), Route carried "under" structure: State highway 93, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 4,264 (year 1999), Features Intersected: RTE 93, Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 28.898, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 303472, Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185553, Lng: -78.753983), Route carried "under" structure: State highway 93, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 4,264 (year 1999), Features Intersected: RTE 93, Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 28.898, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 445426, Location: AT LOCKPORT ON CANAL (Lat: 43.173456, Lng: -78.690094), Route carried "under" structure: Other road , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: NIAG MOHAWK DRIVE, ERIE, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 8.00m (26.25ft), Kilometerpoint: 0.080, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 56.0m (183.7ft)
Structure Number: 445426, Location: AT LOCKPORT ON CANAL (Lat: 43.173456, Lng: -78.690094), Route carried "under" structure: Other road , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: NIAG MOHAWK DRIVE, ERIE, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 8.00m (26.25ft), Kilometerpoint: 0.080, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 56.0m (183.7ft)
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Structure Number: 703473, Location: JCT RTS 93 + 31 (Lat: 43.164375, Lng: -78.726183), Route carried "under" structure: State highway 93, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 10,100 (year 1971), Features Intersected: RTE 93, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 33.226, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 703473, Location: JCT RTS 93 + 31 (Lat: 43.164375, Lng: -78.726183), Route carried "under" structure: State highway 93, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 10,100 (year 1971), Features Intersected: RTE 93, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 33.226, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 721351, Location: 2.7 MI. NE OF LOCKPORT (Lat: 43.186961, Lng: -78.649869), Route carried "under" structure: Other road , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 620 (year 2021), Features Intersected: DAY ROAD, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 721351, Location: 2.7 MI. NE OF LOCKPORT (Lat: 43.186961, Lng: -78.649869), Route carried "under" structure: Other road , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 620 (year 2021), Features Intersected: DAY ROAD, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 770875, Location: LOCKPORT NORTH (Lat: 43.173486, Lng: -78.688861), Route carried "under" structure: Business City street , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2021), Features Intersected: MARKET STREET, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.370, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 770875, Location: LOCKPORT NORTH (Lat: 43.173486, Lng: -78.688861), Route carried "under" structure: Business City street , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2021), Features Intersected: MARKET STREET, Facility Carried by Structure: FALLS ROAD RR
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.370, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.8m (87.9ft)