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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 44
Total length: 440 meters (1,444ft)
Total costs: $148,445,000
Total average daily traffic: 476,400
Total average daily truck traffic: 34,055
National Bridge Inventory (NBI) Registered Bridges for Erwin
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 3
  • 1960-1969: 8
  • 1970-1979: 3
  • 1980-1989: 3
  • 1990-1999: 3
  • 2000-2009: 19
  • 2010-2012: 2

Reconstructed bridges - Historical Statistics

  • 1980-1989: 1
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 1011141,  Location: JCT RTE 15 + CANISTEO R (Lat: 42.105856,  Lng: -77.154533),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 7,050 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,048 (year 2031),  Design Load: HS 20,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.534,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 10,  Underwater Inspection Date: May 1999,  Bridge Improvement Cost: $697,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $1,105,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1011142,  Location: JCT RTE 15 + CANISTEO R (Lat: 42.105878,  Lng: -77.154897),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 8,300 (year 1999),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,792 (year 2031),  Design Load: HS 20,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 10,  Underwater Inspection Date: May 1999,  Bridge Improvement Cost: $1,900,000,  Roadway Improvement Cost: $1,113,000,  Total Project Cost: $3,013,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1011151,  Location: .5 MI SW OF GANG MILLS (Lat: 42.141350,  Lng: -77.116536),  Route carried "on" structure: US 15U,  Year Built: 2004,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 8,900 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,382 (year 2031),  Design Load: HS 25,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.699,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $1,330,000,  Roadway Improvement Cost: $779,000,  Total Project Cost: $2,109,000 ( Estimate for 2011),  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: 1011152,  Location: .5 MILE SW OF GANG MILLS (Lat: 42.141122,  Lng: -77.116603),  Route carried "on" structure: State highway 15U,  Year Built: 2005,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 8,300 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,382 (year 2031),  Design Load: HS 25,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $1,330,000,  Roadway Improvement Cost: $779,000,  Total Project Cost: $2,109,000 ( Estimate for 2011),  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: 101116,  Location: COHOCTON R./86I RAMPS (Lat: 42.155011,  Lng: -77.098158),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 18.74m (61.48ft),  Average Daily Traffic: 35,742 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,039 (year 2020),  Design Load: HS 25,  Features Intersected: COHOCTON RIVER,  Facility Carried by Structure: HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.0m (216.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.74m (61.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $8,198,000,  Roadway Improvement Cost: $4,801,000,  Total Project Cost: $12,999,000 ( Estimate for 2011),  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: 101119,  Location: 0.8 MI NW JCT RTS 15 + 17 (Lat: 42.165669,  Lng: -77.103358),  Route carried "on" structure: State highway 86,  Year Built: 1959,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 30,700 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,108 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HODGMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.281,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $817,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1011209,  Location: 1 MI NW JCT I86 & U.S.15 (Lat: 42.168417,  Lng: -77.104242),  Route carried "on" structure: Interstate 86,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 30,700 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,108 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: B & H RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.943,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $661,000,  Roadway Improvement Cost: $387,000,  Total Project Cost: $1,048,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1011219,  Location: 1.2 MI NW JCT RTS 15+17 (Lat: 42.170806,  Lng: -77.104908),  Route carried "on" structure: State highway 86,  Year Built: 2010,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 30,700 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,108 (year 2031),  Design Load: HS 25,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.718,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 90.4 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.66m (8.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $2,353,000,  Roadway Improvement Cost: $1,378,000,  Total Project Cost: $3,731,000 ( Estimate for 2011),  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: 104817,  Location: 1.8 MI NW OF PAINTED POST (Lat: 42.175731,  Lng: -77.121342),  Route carried "on" structure: State highway 415,  Year Built: 1929,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 5,200 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,280 (year 2029),  Design Load: H 20,  Features Intersected: MEADS CREEK
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 6.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Critical Feature Inspection Date: November 11,  Bridge Improvement Cost: $1,370,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $2,172,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1054561,  Location: .3 MI NE JCT SR15 & SR417 (Lat: 42.115225,  Lng: -77.150653),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 8,900 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,382 (year 2031),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.580,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $2,160,000,  Roadway Improvement Cost: $1,265,000,  Total Project Cost: $3,425,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1054562,  Location: .3 MI NE JCT SR15 & SR417 (Lat: 42.114978,  Lng: -77.151225),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 8,300 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,382 (year 2031),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.593,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: 9.32m (30.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $2,960,000,  Roadway Improvement Cost: $1,733,000,  Total Project Cost: $4,693,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106193,  Location: 2.7 MI. EAST OF ADDISON (Lat: 42.115517,  Lng: -77.183097),  Route carried "on" structure: State highway 417,  Year Built: 1987,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 7,600 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,640 (year 2030),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN, COLE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,453,000,  Roadway Improvement Cost: $851,000,  Total Project Cost: $2,304,000 ( Estimate for 2011),  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: 1062041,  Location: JCT RTS 15 + 417 (Lat: 42.110636,  Lng: -77.153278),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 8,300 (year 1999),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,382 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.094,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $2,569,000,  Roadway Improvement Cost: $1,504,000,  Total Project Cost: $4,073,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1062042,  Location: JCT RTS 15 + 417 (Lat: 42.110636,  Lng: -77.152947),  Route carried "on" structure: State highway 15U,  Year Built: 1969,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 17,800 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,180 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.113,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $2,569,000,  Roadway Improvement Cost: $1,504,000,  Total Project Cost: $4,073,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1064251,  Location: 0.3 MI NE GANGMILLS (Lat: 42.150928,  Lng: -77.103572),  Route carried "on" structure: State highway 15U,  Year Built: 2006,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 17,871 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,019 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: R Dann EB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.868,  Lanes on structure: 3,  Lanes under structure: 2,  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: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $27,000 ( Estimate for 2011),  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: 1064252,  Location: .3 MILE NE OF GANG MILLS (Lat: 42.150869,  Lng: -77.103317),  Route carried "on" structure: State highway 15U,  Year Built: 2005,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 17,871 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,019 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: RAMPS P & Q
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.868,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,117,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $1,771,000 ( Estimate for 2011),  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: 107232,  Location: 3 MILES S OF GANG MILLS (Lat: 42.125031,  Lng: -77.136406),  Route carried "on" structure: US 15U,  Year Built: 1976,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 17,800 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,180 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BEARTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $749,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $819,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1074,  Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278,  Lng: -77.095817),  Route carried "on" structure: US 15,  Year Built: 1989,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 25,100 (year 1987),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,140 (year 2007),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.916,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $3,566,000,  Roadway Improvement Cost: $2,088,000,  Total Project Cost: $5,654,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107831,  Location: Exit 44 Jct US 15 & I86 (Lat: 42.153728,  Lng: -77.094978),  Route carried "on" structure: US ,  Year Built: 2005,  Status: Open,  Structure Length: 48.34m (158.60ft),  Average Daily Traffic: 3,000 (year 2009),  Average Future Daily Traffic: 4,200 (year 2029),  Design Load: HS 25,  Features Intersected: 86I,  Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 77.1m (253.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.34m (158.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $12,050,000,  Roadway Improvement Cost: $7,056,000,  Total Project Cost: $19,106,000 ( Estimate for 2011),  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: 107832,  Location: JCT SR 15 & I86 (Lat: 42.153569,  Lng: -77.093958),  Route carried "on" structure: Ramp US ,  Year Built: 2005,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 3,050 (year 2000),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,270 (year 2020),  Design Load: HS 25,  Features Intersected: FUTURE TOWN ROAD, COHOCT,  Facility Carried by Structure: RAMP 15NBto 86IEB
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: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 76.1m (249.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 53.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 32.00m (104.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $8,000,000,  Roadway Improvement Cost: $4,685,000,  Total Project Cost: $12,685,000 ( Estimate for 2011),  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: 107834,  Location: Steuben County (Lat: 42.154053,  Lng: -77.096603),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 35.81m (117.49ft),  Design Load: HS 25,  Features Intersected: Hamilton Street, Cohocto,  Facility Carried by Structure: 15 Southbound
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 83.5m (274.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 35.81m (117.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $8,528,000,  Roadway Improvement Cost: $4,994,000,  Total Project Cost: $13,522,000 ( Estimate for 2011),  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: 107835,  Location: JCT US15-I86 (Lat: 42.153953,  Lng: -77.096061),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 8.02m (26.31ft),  Design Load: HS 25,  Features Intersected: 86I,  Facility Carried by Structure: 86I WB to US15 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 8.02m (26.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $1,999,000,  Roadway Improvement Cost: $1,171,000,  Total Project Cost: $3,170,000 ( Estimate for 2011),  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: 107836,  Location: Steuben County (Lat: 42.154189,  Lng: -77.090456),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 22.56m (74.02ft),  Design Load: HS 25,  Features Intersected: Town Access Road, Cohoct,  Facility Carried by Structure: US Rte15 SW Ramp
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.56m (74.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $5,620,000,  Roadway Improvement Cost: $3,291,000,  Total Project Cost: $8,911,000 ( Estimate for 2011),  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: 107838,  Location: 1 mi NE Mills Gang (Lat: 42.151486,  Lng: -77.104611),  Route carried "on" structure: Ramp Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 8,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,840 (year 2031),  Design Load: HS 25,  Features Intersected: S.Hamilton St,  Facility Carried by Structure: Ramp RDW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $794,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $1,259,000 ( Estimate for 2011),  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: 107839,  Location: 1 mi NE Mills Gang (Lat: 42.151278,  Lng: -77.104933),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 8,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,008 (year 2031),  Design Load: HS 25,  Features Intersected: S.Hamilton St,  Facility Carried by Structure: Robert Dann Dr.
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,058,000,  Roadway Improvement Cost: $620,000,  Total Project Cost: $1,678,000 ( Estimate for 2011),  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: 221688,  Location: IN COOPERS PLAINS (Lat: 42.182786,  Lng: -77.150775),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 680 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 726 (year 2031),  Design Load: H 20,  Features Intersected: COHOCTON RIVER,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.813,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Critical Feature Inspection Date: October 11,  Bridge Improvement Cost: $4,067,000,  Roadway Improvement Cost: $2,382,000,  Total Project Cost: $6,449,000 ( Estimate for 2011),  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: 221689,  Location: 5.3 M SW COOPERSPLAINS (Lat: 42.156169,  Lng: -77.196667),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 310 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 341 (year 2031),  Design Load: HS 25,  Features Intersected: BEEMAN HOLLOW CRK,  Facility Carried by Structure: BEEMAN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 79.8 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: Superior to present desirable 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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $281,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22169,  Location: 1.0 MI NE OF ERWINS (Lat: 42.121081,  Lng: -77.129547),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 550 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 594 (year 2031),  Design Load: HS 25,  Features Intersected: TIOGA RIVER,  Facility Carried by Structure: MULHOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 10,  Underwater Inspection Date: May 1999,  Bridge Improvement Cost: $2,125,000,  Roadway Improvement Cost: $1,244,000,  Total Project Cost: $3,369,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 221691,  Location: 1.5 MI SE JCT CO RD 417 (Lat: 42.109986,  Lng: -77.114836),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 550 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 594 (year 2031),  Design Load: HS 20,  Features Intersected: MULHOLLAND CREEK,  Facility Carried by Structure: MULHOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.866,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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 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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $2,207,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,499,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221692,  Location: 2.7 MI S OF COOPRS PLAINS (Lat: 42.143525,  Lng: -77.145519),  Route carried "on" structure: Other road ,  Year Built: 1956,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 560 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 784 (year 2020),  Features Intersected: WEAVER HOLLOW CRK,  Facility Carried by Structure: BEARTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,080,000,  Roadway Improvement Cost: $632,000,  Total Project Cost: $1,712,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32558,  Location: 4.0 MI SW OF CORNING (Lat: 42.106742,  Lng: -77.145581),  Route carried "on" structure: County highway ,  Year Built: 1933,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 1,700 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,804 (year 2031),  Design Load: H 20,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 73
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Critical Feature Inspection Date: August 11,  Bridge Improvement Cost: $4,100,000,  Roadway Improvement Cost: $2,401,000,  Total Project Cost: $6,501,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333414,  Location: 1.6 NE OF JCT RTS 15& 417 (Lat: 42.125019,  Lng: -77.128350),  Route carried "on" structure: Alternate State highway 417,  Year Built: 1977,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 7,400 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,360 (year 2029),  Design Load: H 20,  Features Intersected: TRIB TIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $667,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $730,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335956,  Location: IN CORNING (Lat: 42.138972,  Lng: -77.117492),  Route carried "on" structure: Alternate State highway 417,  Year Built: 1999,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 7,400 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,360 (year 2029),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $2,205,000,  Roadway Improvement Cost: $1,291,000,  Total Project Cost: $3,496,000 ( Estimate for 2011),  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: 33699,  Location: 1 MI W OF PAINTED POST (Lat: 42.169806,  Lng: -77.110608),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 29.93m (98.20ft),  Average Daily Traffic: 5,040 (year 2003),  Truck Traffic: 50%,  Average Future Daily Traffic: 7,056 (year 2023),  Design Load: HS 25,  Features Intersected: COHOCTON RIVER,  Facility Carried by Structure: ROBERT DANN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 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: 29.93m (98.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $3,688,000,  Roadway Improvement Cost: $2,160,000,  Total Project Cost: $5,848,000 ( Estimate for 2011),  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: 552443,  Location: 2.8 MI SW PAINTED POST (Lat: 42.133400,  Lng: -77.136361),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 75 (year 2000),  Average Future Daily Traffic: 105 (year 2020),  Features Intersected: BEARTOWN CREEK,  Facility Carried by Structure: JASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $287,000 ( Estimate for 2011)
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Structure Number: 1011151,  Location: .5 MI SW OF GANG MILLS (Lat: 42.141350,  Lng: -77.116536),  Route carried "under" structure: State highway 417,  Year Built: 2004,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 23,600 (year 1977),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 1011152,  Location: .5 MILE SW OF GANG MILLS (Lat: 42.141122,  Lng: -77.116603),  Route carried "under" structure: County highway 417,  Year Built: 2005,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 23,600 (year 1977),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 1011219,  Location: 1.2 MI NW JCT RTS 15+17 (Lat: 42.170806,  Lng: -77.104908),  Route carried "under" structure: Alternate State highway 415,  Year Built: 2010,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 6,000 (year 1975),  Features Intersected: RTE 415,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 164.762,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 1062041,  Location: JCT RTS 15 + 417 (Lat: 42.110636,  Lng: -77.153278),  Route carried "under" structure: State highway 417,  Year Built: 1969,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 2,916 (year 1968),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 21.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1062042,  Location: JCT RTS 15 + 417 (Lat: 42.110636,  Lng: -77.152947),  Route carried "under" structure: State highway 417,  Year Built: 1969,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,916 (year 1968),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 21.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 1074,  Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278,  Lng: -77.095817),  Route carried "under" structure: State highway 86,  Year Built: 1989,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 25,674 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 227.352,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 107831,  Location: Exit 44 Jct US 15 & I86 (Lat: 42.153728,  Lng: -77.094978),  Route carried "under" structure: Interstate ,  Year Built: 2005,  Structure Length: 48.34m (158.60ft),  Features Intersected: 86I,  Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 77.1m (253.0ft)

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Structure Number: 107834,  Location: Steuben County (Lat: 42.154053,  Lng: -77.096603),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 35.81m (117.49ft),  Features Intersected: Hamilton Street, Cohocto,  Facility Carried by Structure: 15 Southbound
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 83.5m (274.0ft)

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Structure Number: 107835,  Location: JCT US15-I86 (Lat: 42.153953,  Lng: -77.096061),  Route carried "under" structure: Interstate ,  Year Built: 2006,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 49,245 (year 2008),  Features Intersected: 86I,  Facility Carried by Structure: 86I WB to US15 SB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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