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

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Structure Number: 101272,  Location: 0.3 MI E OF CORNING (Lat: 42.137628,  Lng: -77.034872),  Route carried "on" structure: State highway 352,  Year Built: 1949,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,617 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,657 (year 2040),  Design Load: HS 20,  Features Intersected: Trolley Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.312,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,794,000,  Roadway Improvement Cost: $1,051,000,  Total Project Cost: $2,845,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1012739,  Location: .4 MILE EAST OF CORNING (Lat: 42.136642,  Lng: -77.030547),  Route carried "on" structure: State highway 352,  Year Built: 1949,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 46.21m (151.61ft),  Average Daily Traffic: 8,617 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,657 (year 2040),  Design Load: HS 20,  Features Intersected: Main Street, 86I 17 6404
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.20m (151.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $24,065,000,  Roadway Improvement Cost: $14,092,000,  Total Project Cost: $38,157,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072699,  Location: .1 MILE EAST OF CORNING (Lat: 42.139989,  Lng: -77.032558),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 25,912 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,777 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NARROWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.487,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,871,000,  Roadway Improvement Cost: $1,096,000,  Total Project Cost: $2,967,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107282,  Location: CITY OF CORNING (Lat: 42.152131,  Lng: -77.044931),  Route carried "on" structure: Interstate 86,  Year Built: 1985,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 25,912 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,777 (year 2040),  Design Load: HS 20,  Features Intersected: POST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.717,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,745,000,  Roadway Improvement Cost: $3,364,000,  Total Project Cost: $9,110,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074851,  Location: WB STE OVER REYNOLDS AVE (Lat: 42.162453,  Lng: -77.070267),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 16,319 (year 2014),  Truck Traffic: 21%,  Design Load: HS 25 or greater,  Features Intersected: REYNOLDS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,113,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $1,765,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074852,  Location: EB STE OVER REYNOLDS AVE (Lat: 42.162331,  Lng: -77.070258),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 13,805 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,191 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: REYNOLDS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.046,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,113,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $1,765,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074861,  Location: 1MI W RT414 & WINFIELD ST (Lat: 42.162686,  Lng: -77.059892),  Route carried "on" structure: State highway 86,  Year Built: 1994,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 16,319 (year 2014),  Truck Traffic: 21%,  Design Load: HS 20+Mod,  Features Intersected: RELOC WINFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.028,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $1,030,000,  Total Project Cost: $2,788,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074862,  Location: 1M W RT414 & WINFIELD ST (Lat: 42.162656,  Lng: -77.060178),  Route carried "on" structure: State highway 86,  Year Built: 1994,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 13,805 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,191 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELOC WINFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.915,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,489,000,  Roadway Improvement Cost: $872,000,  Total Project Cost: $2,361,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074881,  Location: 1.2MI N JCT RTS 414 & 415 (Lat: 42.154856,  Lng: -77.053056),  Route carried "on" structure: Interstate 86,  Year Built: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 16,319 (year 2014),  Truck Traffic: 21%,  Design Load: HS 20+Mod,  Features Intersected: RTE 414
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.138,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Better than 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,938,000,  Roadway Improvement Cost: $1,135,000,  Total Project Cost: $3,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074882,  Location: 0.2MI N JCT RTS 414 & 415 (Lat: 42.154750,  Lng: -77.053078),  Route carried "on" structure: Interstate 86,  Year Built: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 13,805 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,191 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 414
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.993,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  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: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Better than 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,978,000,  Roadway Improvement Cost: $1,158,000,  Total Project Cost: $3,136,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107489,  Location: 3.2 MI E JCT SR 415 & I86 (Lat: 42.156792,  Lng: -77.055511),  Route carried "on" structure: Interstate 86,  Year Built: 1994,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 27,444 (year 2015),  Truck Traffic: 21%,  Average Future Daily Traffic: 38,422 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.131,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,045,000,  Roadway Improvement Cost: $3,540,000,  Total Project Cost: $9,584,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10749,  Location: .1 MI N JCT SR17 & SR414 (Lat: 42.155697,  Lng: -77.053172),  Route carried "on" structure: State highway 414,  Year Built: 1993,  Status: Open,  Structure Length: 34.08m (111.81ft),  Average Daily Traffic: 6,210 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,543 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN, POST C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.07m (111.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $14,442,000,  Roadway Improvement Cost: $8,457,000,  Total Project Cost: $22,899,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121808,  Location: IN CORNING (Lat: 42.146233,  Lng: -77.052614),  Route carried "on" structure: State highway 414,  Year Built: 1979,  Status: Open,  Structure Length: 29.78m (97.70ft),  Average Daily Traffic: 5,992 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,279 (year 2040),  Design Load: HS 20,  Features Intersected: Pedestrian Sidewalk, CHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 65.8m (215.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.77m (97.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $17,020,000,  Roadway Improvement Cost: $9,967,000,  Total Project Cost: $26,988,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 221809,  Location: IN CORNING (Lat: 42.148278,  Lng: -77.060744),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 2019,  Status: Posted for load-capacity,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 7,645 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,459 (year 2040),  Design Load: HS 20,  Features Intersected: CHEMUNG RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.9m (222.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.80m (58.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $15,655,000,  Roadway Improvement Cost: $9,168,000,  Total Project Cost: $24,823,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 221811,  Location: DENMARK HILL ACCESS ROAD (Lat: 42.161500,  Lng: -77.053464),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 130 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 182 (year 2038),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN, POST C,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.78m (51.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,627,000,  Roadway Improvement Cost: $2,124,000,  Total Project Cost: $5,751,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226945,  Location: .3 MI SE JCT SH352 &SH225 (Lat: 42.136925,  Lng: -77.035219),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 487 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 682 (year 2040),  Features Intersected: DENISON LAKE,  Facility Carried by Structure: RELIHAN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 68.1 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $267,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333364,  Location: 1.3 MI E OF PAINTED POST (Lat: 42.164369,  Lng: -77.071575),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 1992,  Status: Posted for load-capacity,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,350 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,670 (year 2040),  Design Load: HS 20,  Features Intersected: CUTLER CREEK,  Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $636,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333365,  Location: 1.7 MI NE OF PAINTED POST (Lat: 42.177364,  Lng: -77.066050),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,232 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CUTLER CREEK,  Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $1,070,000 ( Estimate for 2021)

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Structure Number: 333366,  Location: 2.1 MI NE OF PAINTED POST (Lat: 42.180561,  Lng: -77.064600),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,232 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BORDEN CREEK,  Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.266,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $615,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $976,000 ( Estimate for 2021)

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Structure Number: 33337,  Location: IN GIBSON (Lat: 42.143756,  Lng: -77.028367),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 427 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 598 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NARROWS CREEK,  Facility Carried by Structure: COUNTY ROAD 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 87.1 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $817,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 101272,  Location: 0.3 MI E OF CORNING (Lat: 42.137628,  Lng: -77.034872),  Route carried "under" structure: ServiceOther road ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2021),  Features Intersected: Trolley Lane,  Facility Carried by Structure: RTE 352
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1012739,  Location: .4 MILE EAST OF CORNING (Lat: 42.136642,  Lng: -77.030547),  Route carried "under" structure: Interstate 86,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 22,921 (year 1983),  Features Intersected: Main Street, 86I 17 6404,  Facility Carried by Structure: RTE 352
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 3.813,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 1012739,  Location: .4 MILE EAST OF CORNING (Lat: 42.136642,  Lng: -77.030547),  Route carried "under" structure: Interstate ,  Year Built: 1949,  Structure Length: 0. m,  Features Intersected: Main Street, 86I 17 6404,  Facility Carried by Structure: RTE 352
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 3.813,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 1074851,  Location: WB STE OVER REYNOLDS AVE (Lat: 42.162453,  Lng: -77.070267),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Features Intersected: REYNOLDS AVENUE,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1074852,  Location: EB STE OVER REYNOLDS AVE (Lat: 42.162331,  Lng: -77.070258),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: REYNOLDS AVENUE,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1074861,  Location: 1MI W RT414 & WINFIELD ST (Lat: 42.162686,  Lng: -77.059892),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: RELOC WINFIELD ST,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1074862,  Location: 1M W RT414 & WINFIELD ST (Lat: 42.162656,  Lng: -77.060178),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: RELOC WINFIELD ST,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1074881,  Location: 1.2MI N JCT RTS 414 & 415 (Lat: 42.154856,  Lng: -77.053056),  Route carried "under" structure: City street 414,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,214 (year 1990),  Features Intersected: RTE 414,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1074882,  Location: 0.2MI N JCT RTS 414 & 415 (Lat: 42.154750,  Lng: -77.053078),  Route carried "under" structure: City street 414,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,214 (year 1990),  Features Intersected: RTE 414,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 17.377,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 704797,  Location: RTE 414 N END CORNING (Lat: 42.157139,  Lng: -77.056814),  Route carried "under" structure: Business City street ,  Year Built: 1946,  Structure Length: 0. m,  Average Daily Traffic: 2,113 (year 2002),  Features Intersected: Baker St.,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.644,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 770211,  Location: CITY OF CORNING (Lat: 42.157389,  Lng: -77.056803),  Route carried "under" structure: Business City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,783 (year 2002),  Features Intersected: Baker St.,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 7715051,  Location: IN CORNING (Lat: 42.158414,  Lng: -77.065367),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Features Intersected: DODGE AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7715052,  Location: IN CORNING (Lat: 42.158297,  Lng: -77.065361),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Features Intersected: DODGE AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7715053,  Location: IN CORNING (Lat: 42.158206,  Lng: -77.065358),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Features Intersected: DODGE AVENUE,  Facility Carried by Structure: EX-DEL LACK &W RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7715061,  Location: IN CORNING (Lat: 42.158444,  Lng: -77.070114),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Features Intersected: REYNOLDS AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.579,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7715062,  Location: IN CORNING (Lat: 42.158825,  Lng: -77.070131),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Features Intersected: REYNOLDS AVENUE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 790011,  Location: IN CORNING (Lat: 42.157247,  Lng: -77.056597),  Route carried "under" structure: Business City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 4,683 (year 2002),  Features Intersected: Baker St.,  Facility Carried by Structure: Abandoned Railroad
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)