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

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Structure Number: 102361,  Location: 5.0MI SE JCT RTS 36 + 258 (Lat: 42.571364,  Lng: -77.725817),  Route carried "on" structure: State highway 36,  Year Built: 1953,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.87m (32.38ft),  Average Daily Traffic: 3,244 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,594 (year 2025),  Design Load: H 20,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.050,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.87m (32.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $1,067,000 ( 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: 102863,  Location: 1.6 MI SE RTS 63 & 36 (Lat: 42.544997,  Lng: -77.675619),  Route carried "on" structure: State highway 63,  Year Built: 1994,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 4,091 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,833 (year 2027),  Design Load: HS 25,  Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.066,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $764,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1063751,  Location: .45 MI N JCT RTS 36 +I390 (Lat: 42.553142,  Lng: -77.704225),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.500,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $789,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063752,  Location: .45 MI N JCT RTS 36 +I390 (Lat: 42.553269,  Lng: -77.703964),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.500,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $628,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $1,002,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063761,  Location: INT OF RTS 36 + I390 (Lat: 42.546878,  Lng: -77.697728),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 6,817 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,294 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.709,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 97.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $2,554,000,  Roadway Improvement Cost: $1,482,000,  Total Project Cost: $4,036,000 ( 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: 1063762,  Location: INT OF RTS 36 + I390 (Lat: 42.547342,  Lng: -77.697942),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 6,817 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,294 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.383,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.9m (140.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,952,000,  Roadway Improvement Cost: $1,161,000,  Total Project Cost: $3,113,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1063771,  Location: JCT OF RTS I390 + 436 (Lat: 42.560275,  Lng: -77.711131),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 436
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $939,000,  Roadway Improvement Cost: $558,000,  Total Project Cost: $1,497,000 ( 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: 1063772,  Location: JCT OF RTS I390 + 436 (Lat: 42.560250,  Lng: -77.710733),  Route carried "on" structure: Interstate 390,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 436
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $1,529,000 ( 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: 304297,  Location: 0.5 MI W OF DANSVILLE (Lat: 42.560717,  Lng: -77.715147),  Route carried "on" structure: State highway 436,  Year Built: 1965,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 1,773 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,511 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.714,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: December 1993,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $235,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 331693,  Location: 1.5 MI S OF DANSVILLE (Lat: 42.541125,  Lng: -77.704153),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 578 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2021),  Features Intersected: CANASERAGA CREEK,  Facility Carried by Structure: POAGS HOLE 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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $771,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $1,230,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331694,  Location: 1.3 MI.S.DANSVILLE (Lat: 42.542606,  Lng: -77.701769),  Route carried "on" structure: City street ,  Year Built: 1885,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 534 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 739 (year 2020),  Features Intersected: CANASERAGA CREEK,  Facility Carried by Structure: POAGS HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $758,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331695,  Location: 1.0 MI.SE OF DANSVILLE (Lat: 42.545186,  Lng: -77.678169),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 488 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 802 (year 2021),  Design Load: H 20,  Features Intersected: LITTLE MILL CREEK,  Facility Carried by Structure: STONE FALLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $758,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331696,  Location: 1.9 MI SE OF DANSVILLE (Lat: 42.540328,  Lng: -77.673503),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 432 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 710 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: STONE FALLS 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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $403,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336816,  Location: 2 MILES SE OF DANSVILLE (Lat: 42.538147,  Lng: -77.673342),  Route carried "on" structure: Spur County highway ,  Year Built: 1991,  Status: Posted for load-capacity,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 29 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 48 (year 2021),  Design Load: HS 20,  Features Intersected: MILL CREEK,  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: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.6 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,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $676,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 1063761,  Location: INT OF RTS 36 + I390 (Lat: 42.546878,  Lng: -77.697728),  Route carried "under" structure: Alternate State highway 36,  Year Built: 1966,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 6,168 (year 2000),  Truck Traffic: 16%,  Features Intersected: RTE 36,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.335,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1063762,  Location: INT OF RTS 36 + I390 (Lat: 42.547342,  Lng: -77.697942),  Route carried "under" structure: Alternate State highway 36,  Year Built: 1966,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 6,168 (year 2000),  Truck Traffic: 16%,  Features Intersected: RTE 36,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 1063771,  Location: JCT OF RTS I390 + 436 (Lat: 42.560275,  Lng: -77.711131),  Route carried "under" structure: State highway 436,  Year Built: 1966,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 1,773 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 436,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 30.764,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1063772,  Location: JCT OF RTS I390 + 436 (Lat: 42.560250,  Lng: -77.710733),  Route carried "under" structure: State highway 436,  Year Built: 1966,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 1,773 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 436,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 30.796,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)