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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 in Lockport, NY - historical statistics
  • 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 in Lockport, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 11970-1979
  • 11980-1989
  • 21990-1999
Average Bridge Daily Traffic in Lockport, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Excellent
  • 33.3%Very good
  • 33.3%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • 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
  • Bridge Condition - Substructure
  • 52.4%Very good
  • 23.8%Good
  • 9.5%Satisfactory
  • 9.5%Fair
  • 4.8%Critical
Bridge Condition - Channel
  • 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
  • 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
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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
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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
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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
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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)
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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