Bridge Statistics for Lockport, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 103035,  Location: 0.5 MI N JCT RTS 78 + 263 (Lat: 43.090147,  Lng: -78.696806),  Route carried "on" structure: State highway 78,  Year Built: 1969,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 29,097 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,417 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.521,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $659,000,  Total Project Cost: $1,768,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103038,  Location: .9 MI S JCT SH 78 & SH104 (Lat: 43.206225,  Lng: -78.675822),  Route carried "on" structure: State highway 78,  Year Built: 1989,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 9,799 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,927 (year 2024),  Design Load: HS 20,  Features Intersected: EB EIGHTEENMLE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.111,  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: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $502,000,  Total Project Cost: $1,346,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103639,  Location: 0.9 MI W JCT RTS 104 & 78 (Lat: 43.219200,  Lng: -78.695344),  Route carried "on" structure: State highway 104,  Year Built: 1995,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 4,713 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,313 (year 2026),  Design Load: HS 25,  Features Intersected: E BR 18 MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.904,  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: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior 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: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $660,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $1,053,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22135,  Location: 2.1 MILES NE OF LOCKPORT (Lat: 43.183747,  Lng: -78.662094),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 4,712 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,312 (year 2025),  Design Load: HS 20,  Features Intersected: FALLS ROAD RR,  Facility Carried by Structure: COLD SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 8.3m (27.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $973,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $1,552,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221352,  Location: 1.1 M NE OF MILLERSPORT (Lat: 43.098356,  Lng: -78.685886),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 627 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 781 (year 2018),  Design Load: HS 25,  Features Intersected: BR MUD CREEK,  Facility Carried by Structure: OLD BEATTIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 76.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $347,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221353,  Location: 0.9 MI NE OF MILLERSPORT (Lat: 43.096219,  Lng: -78.685011),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 623 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 776 (year 2027),  Design Load: H 20,  Features Intersected: BR MUD CREEK,  Facility Carried by Structure: BARTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $347,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226772,  Location: 1.2 MI S OF LOCKPORT (Lat: 43.134925,  Lng: -78.691086),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,183 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,966 (year 2026),  Design Load: HS 20,  Features Intersected: DONNER CREEK,  Facility Carried by Structure: SNYDER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 74.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $271,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 303472,  Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185650,  Lng: -78.753958),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 1,342 (year 1994),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,659 (year 2014),  Design Load: HS 20,  Features Intersected: RTE 93,  Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 11.1m (36.4ft)

Condition: Deck: Good,  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: High priority of corrective action,  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 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332938,  Location: 2.1 MI NW OF MILLERSPORT (Lat: 43.100344,  Lng: -78.667222),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 915 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,178 (year 2018),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: MINNICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $193,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332949,  Location: .7 MILE NW OF RAPIDS (Lat: 43.101567,  Lng: -78.646208),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,275 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,928 (year 2018),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $407,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332953,  Location: 2.5 MI SOUTH OF LOCKPORT (Lat: 43.132297,  Lng: -78.694506),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,536 (year 1973),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,237 (year 1993),  Design Load: H 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: Bypass 93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $407,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332958,  Location: 2.5 MI SW OF WRIGHTS CORS (Lat: 43.193900,  Lng: -78.709300),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1962,  Status: Closed,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,182 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,382 (year 2025),  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,357,000,  Roadway Improvement Cost: $904,000,  Total Project Cost: $2,261,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332968,  Location: .9 MI SE OF WRIGHTS CRNRS (Lat: 43.212092,  Lng: -78.662042),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 559 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 697 (year 2026),  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: 0.000,  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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $396,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332973,  Location: .8 MILE NORTH OF RAPIDS (Lat: 43.107606,  Lng: -78.635919),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 745 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 928 (year 2020),  Design Load: H 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: WISTERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $4,568,000,  Roadway Improvement Cost: $3,040,000,  Total Project Cost: $7,608,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336232,  Location: 1.6 MI NW JCT SH78 &CANAL (Lat: 43.189350,  Lng: -78.705500),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,097 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,699 (year 2020),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 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: September 2006,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 336732,  Location: 1.7 MI NW JCT SH31 & SH78 (Lat: 43.192161,  Lng: -78.698869),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 3,285 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,228 (year 2018),  Design Load: HS 20,  Features Intersected: SOMERSET RR,  Facility Carried by Structure: OLD NIAGARA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 12.1m (39.7ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: November 2006,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  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: 43.193556,  Lng: -78.633069),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,254 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,568 (year 2021),  Features Intersected: ERIE CANAL, CANAL TOWPAT,  Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445411,  Location: 1 MILE EAST OF LOCKPORT (Lat: 43.191122,  Lng: -78.649933),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,101 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,704 (year 2016),  Features Intersected: ERIE CANAL, NORTH TOW PA,  Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: 5.8m (19.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 445412,  Location: AT ECL LOCKPORT ON CANAL (Lat: 43.186047,  Lng: -78.666189),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 4,575 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,158 (year 2026),  Design Load: HS 25,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 9 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: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior 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: October 2007,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $898,000 ( Estimate for 2007),  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: 44542,  Location: 2.7 MI SW JCT SH78 & CANL (Lat: 43.133033,  Lng: -78.726317),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.77m (28.77ft),  Average Daily Traffic: 7,582 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,548 (year 2014),  Features Intersected: ERIE CANAL,  Facility Carried by Structure: ROBINSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 28.6m (93.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,382,000,  Roadway Improvement Cost: $1,382,000,  Total Project Cost: $3,764,000 ( Estimate for 2007),  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: 303472,  Location: 2.2 MI S JCT SH93 & SH104 (Lat: 43.185650,  Lng: -78.753958),  Route carried "under" structure: State highway 93,  Year Built: 1990,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 3,981 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 93,  Facility Carried by Structure: LOWER MOUNTAIN RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 28.801,  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)