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

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Structure Number: 100362,  Location: JCT SH 7 & SUSQUEHANNA RV (Lat: 42.101000,  Lng: -75.896808),  Route carried "on" structure: State highway 7,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 10,342 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,563 (year 2040),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.651,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $5,254,000,  Roadway Improvement Cost: $3,077,000,  Total Project Cost: $8,331,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100367,  Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.107964,  Lng: -75.898833),  Route carried "on" structure: State highway 363,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 14,302 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,573 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 7 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.027,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $991,000,  Total Project Cost: $2,684,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1003681,  Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.118997,  Lng: -75.895242),  Route carried "on" structure: State highway 7,  Year Built: 1994,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 8,420 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,756 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BEVIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.710,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,283,000,  Roadway Improvement Cost: $751,000,  Total Project Cost: $2,035,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1003682,  Location: 0.3 MI N JCT RTS 7 & I-81 (Lat: 42.119003,  Lng: -75.895064),  Route carried "on" structure: State highway 7,  Year Built: 1994,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 8,420 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,756 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BEVIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.710,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,301,000,  Roadway Improvement Cost: $762,000,  Total Project Cost: $2,062,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008169,  Location: JCT RTS 363 + 11 (Lat: 42.101764,  Lng: -75.899956),  Route carried "on" structure: State highway 363,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 47.15m (154.69ft),  Average Daily Traffic: 16,085 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,639 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELDREDGE STREET, PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.15m (154.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $17,727,000,  Roadway Improvement Cost: $10,381,000,  Total Project Cost: $28,108,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101301,  Location: 0.4 MI SW JCT RTS 434+363 (Lat: 42.089781,  Lng: -75.916256),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,712 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,509 (year 2040),  Design Load: HS 20,  Features Intersected: 434 434 91012018 EB, Ped,  Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,677,000,  Roadway Improvement Cost: $982,000,  Total Project Cost: $2,659,000 ( 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: 1013022,  Location: JCT RTE 434 & SUSQUEHANNA (Lat: 42.092644,  Lng: -75.911250),  Route carried "on" structure: State highway 434,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 19.75m (64.80ft),  Average Daily Traffic: 9,929 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,505 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 363, SUSQUEHANNA RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.458,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 62.1m (203.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.75m (64.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $6,053,000,  Roadway Improvement Cost: $3,544,000,  Total Project Cost: $9,597,000 ( 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: 1013039,  Location: 0.2 MI E JCT RTS 363+434 (Lat: 42.094697,  Lng: -75.908331),  Route carried "on" structure: State highway 363,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 16,085 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,639 (year 2040),  Design Load: HS 20,  Features Intersected: EXCHANGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,664,000,  Roadway Improvement Cost: $975,000,  Total Project Cost: $2,639,000 ( 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: 101304,  Location: .4 MI E JCT SH 363 & SH 4 (Lat: 42.095472,  Lng: -75.904806),  Route carried "on" structure: State highway 363,  Year Built: 1965,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 16,085 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,639 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 363
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 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: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.87m (15.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,391,000,  Roadway Improvement Cost: $1,400,000,  Total Project Cost: $3,791,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1013059,  Location: 0.3 MI S JCT RTS 363 + 7 (Lat: 42.106900,  Lng: -75.899278),  Route carried "on" structure: State highway 363,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 14,302 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,573 (year 2040),  Design Load: HS 20,  Features Intersected: ROBINSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.3 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: June 2021,  Bridge Improvement Cost: $1,688,000,  Roadway Improvement Cost: $989,000,  Total Project Cost: $2,677,000 ( 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: 101306,  Location: .3 mi E Jct Rt 7 (Lat: 42.114950,  Lng: -75.902469),  Route carried "on" structure: Interstate 81,  Year Built: 2014,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 47,369 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 62,309 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Chenango St
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 20.611,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.7m (182.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 55.7m (182.7ft),  Out-to-Out Width: 62.9m (206.4ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,961,000,  Roadway Improvement Cost: $1,734,000,  Total Project Cost: $4,695,000 ( Estimate for 2021)

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Structure Number: 101308,  Location: 0.4 MI E EXIT 3 RTE I-81 (Lat: 42.114403,  Lng: -75.881933),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,573 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I91012013, RTE I81,  Facility Carried by Structure: BIGELOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,147,000,  Roadway Improvement Cost: $1,257,000,  Total Project Cost: $3,404,000 ( 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: 101309,  Location: .6 MI E EXIT 3 OF I81 (Lat: 42.112953,  Lng: -75.877047),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 680 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I91012010, RTE I81,  Facility Carried by Structure: FAIRVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,827,000,  Roadway Improvement Cost: $1,070,000,  Total Project Cost: $2,898,000 ( 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: 10131,  Location: 1.3 MI E EXIT 3 OF I81 (Lat: 42.109908,  Lng: -75.865461),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 58 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 81 (year 2038),  Design Load: HS 20,  Features Intersected: 81I 81I91012004, RTE I81,  Facility Carried by Structure: WINDY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,325,000,  Roadway Improvement Cost: $776,000,  Total Project Cost: $2,101,000 ( 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: 1031181,  Location: JCT I81 & CHENANGO RIVER (Lat: 42.115181,  Lng: -75.908378),  Route carried "on" structure: Interstate 81,  Year Built: 2014,  Status: Open,  Structure Length: 30.72m (100.79ft),  Average Daily Traffic: 34,547 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 48,365 (year 2028),  Design Load: HL 93,  Features Intersected: 17 17 91072017, 17 17 91
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.869,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 63.7m (209.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.72m (100.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $8,435,000,  Roadway Improvement Cost: $4,939,000,  Total Project Cost: $13,374,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1031182,  Location: JCT I81 & CHENANGO RIVER (Lat: 42.116272,  Lng: -75.907922),  Route carried "on" structure: Interstate 81,  Year Built: 2014,  Status: Open,  Structure Length: 27.43m (89.99ft),  Average Daily Traffic: 23,685 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 31,154 (year 2040),  Design Load: HL 93,  Features Intersected: 17 17 9107 06D1, RTE 11,
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 20.885,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 63.7m (209.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.43m (89.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,102,000,  Roadway Improvement Cost: $5,330,000,  Total Project Cost: $14,432,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 103118A,  Location: JCT I81 & CHENANGO RIVER (Lat: 42.114467,  Lng: -75.908697),  Route carried "on" structure: Interstate 17,  Year Built: 2014,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,869 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 11, CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.536,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.4m (224.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.52m (57.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,636,000,  Roadway Improvement Cost: $2,715,000,  Total Project Cost: $7,351,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 103118B,  Location: JCT I81 & CHENANGO RIVER (Lat: 42.115533,  Lng: -75.908233),  Route carried "on" structure: Interstate 17,  Year Built: 2014,  Status: Open,  Structure Length: 24.51m (80.41ft),  Average Daily Traffic: 69,178 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 96,849 (year 2034),  Design Load: HL 93,  Features Intersected: RTE I81, CHENANGO RIVER,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.536,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.50m (80.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,372,000,  Roadway Improvement Cost: $3,731,000,  Total Project Cost: $10,103,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1063241,  Location: In Binghamton (Lat: 42.113153,  Lng: -75.921586),  Route carried "on" structure: State highway 86,  Year Built: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 29,120 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,767 (year 2034),  Design Load: HL 93,  Features Intersected: Mygatt St
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 17.297,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 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: 18.8m (61.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,032,000,  Roadway Improvement Cost: $1,190,000,  Total Project Cost: $3,222,000 ( 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: 1063242,  Location: In Binghamton (Lat: 42.112886,  Lng: -75.921669),  Route carried "on" structure: State highway 17,  Year Built: 2012,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 22,984 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,633 (year 2040),  Design Load: HL 93,  Features Intersected: Mygatt St.
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 17.297,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,991,000,  Roadway Improvement Cost: $1,166,000,  Total Project Cost: $3,158,000 ( 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: 1079311,  Location: In Binghamton (Lat: 42.113814,  Lng: -75.927533),  Route carried "on" structure: State highway 86,  Year Built: 2014,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 29,120 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,767 (year 2034),  Design Load: HL 93,  Features Intersected: Prospect Conn
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 16.830,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,292,000,  Roadway Improvement Cost: $1,342,000,  Total Project Cost: $3,634,000 ( 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: 1079312,  Location: In Binghamton (Lat: 42.113656,  Lng: -75.927547),  Route carried "on" structure: State highway 17,  Year Built: 2012,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 22,984 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,633 (year 2040),  Design Load: HL 93,  Features Intersected: Prospect Conn
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 16.830,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,282,000,  Roadway Improvement Cost: $1,336,000,  Total Project Cost: $3,619,000 ( 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: 1079601,  Location: JCT 17 & CHENANGO RIVER (Lat: 42.116808,  Lng: -75.907694),  Route carried "on" structure: Ramp State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 42.25m (138.62ft),  Average Daily Traffic: 1,693 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,226 (year 2040),  Design Load: HL 93,  Features Intersected: 11 X, RAMP EA, 81I 81I 9,  Facility Carried by Structure: 17 17 9107 06D1
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 42.24m (138.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,295,000,  Roadway Improvement Cost: $6,614,000,  Total Project Cost: $17,909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1079602,  Location: JCT I81 & CHENANGO RIVER (Lat: 42.115050,  Lng: -75.907078),  Route carried "on" structure: State highway 17,  Year Built: 2019,  Status: Open,  Structure Length: 34.38m (112.80ft),  Average Daily Traffic: 7,711 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,935 (year 2040),  Design Load: HL 93,  Features Intersected: 81I 81I 91012026, CHENAN
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 18.520,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 34.38m (112.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $9,433,000,  Roadway Improvement Cost: $5,524,000,  Total Project Cost: $14,957,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1079611,  Location: JCT I81 & SH 7 (Lat: 42.115056,  Lng: -75.897350),  Route carried "on" structure: Interstate 81,  Year Built: 2017,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 23,685 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 31,154 (year 2040),  Design Load: HL 93,  Features Intersected: 7 7 91012028, 7 7 910120
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 20.193,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,255,000,  Roadway Improvement Cost: $1,906,000,  Total Project Cost: $5,161,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1079612,  Location: JCT I81 & SH 7 (Lat: 42.115175,  Lng: -75.897297),  Route carried "on" structure: Interstate 81,  Year Built: 2018,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 19,241 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,309 (year 2040),  Design Load: HL 93,  Features Intersected: 7 7 91012028, 7 7 910120
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 19.565,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,107,000,  Roadway Improvement Cost: $2,405,000,  Total Project Cost: $6,512,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1079621,  Location: I81 S / Broad Ave (Lat: 42.115225,  Lng: -75.891142),  Route carried "on" structure: Interstate ,  Year Built: 2017,  Status: Open,  Structure Length: 32.67m (107.19ft),  Average Daily Traffic: 34,547 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,500 (year 2041),  Design Load: HL 93,  Features Intersected: Norfolk Southern RR, BRO,  Facility Carried by Structure: 81I 81I91012017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.549,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 72.2m (236.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.67m (107.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $12,694,000,  Roadway Improvement Cost: $7,434,000,  Total Project Cost: $20,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 1079622,  Location: JCT I81 & SH 7 (Lat: 42.115325,  Lng: -75.891189),  Route carried "on" structure: Interstate ,  Year Built: 2018,  Status: Open,  Structure Length: 32.25m (105.81ft),  Average Daily Traffic: 27,325 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,500 (year 2041),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN RR, BRO,  Facility Carried by Structure: 81I81I91012017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.437,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.24m (105.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $12,538,000,  Roadway Improvement Cost: $7,342,000,  Total Project Cost: $19,880,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 200361,  Location: 1 MI W OF E BING CITY LNE (Lat: 42.096533,  Lng: -75.888469),  Route carried "on" structure: City street 7,  Year Built: 1976,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 9,082 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,032 (year 2040),  Design Load: HL 93,  Features Intersected: PIERCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.476,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: 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 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: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,814,000 ( 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: 222532,  Location: 2.2 MILES S OF BINGHAMTON (Lat: 42.032872,  Lng: -75.924508),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 235 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2039),  Features Intersected: TRIB W FRK LITTLE SNAKE,  Facility Carried by Structure: MAXIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $438,000 ( Estimate for 2021)

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Structure Number: 222533,  Location: 3.0 MI S OF BINGHAMTON (Lat: 42.026192,  Lng: -75.918742),  Route carried "on" structure: Other road ,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 317 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 444 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TRIB W FORK LITTLE SNAKE,  Facility Carried by Structure: HANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.133,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $462,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222612,  Location: CITY OF BINGHAMTON (Lat: 42.103228,  Lng: -75.915233),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 9,036 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,180 (year 2040),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER,  Facility Carried by Structure: E.CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 14.66m (48.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $15,456,000,  Roadway Improvement Cost: $9,051,000,  Total Project Cost: $24,507,000 ( 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: 222613,  Location: CITY OF BINGHAMTON (Lat: 42.098750,  Lng: -75.916756),  Route carried "on" structure: US 11X,  Year Built: 1970,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 12,296 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,937 (year 2040),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.434,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,526,000,  Roadway Improvement Cost: $3,236,000,  Total Project Cost: $8,761,000 ( 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: 222614,  Location: CITY OF BINGHAMTON (Lat: 42.093125,  Lng: -75.917750),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 14.39m (47.21ft),  Average Daily Traffic: 16,291 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,790 (year 2040),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 14.38m (47.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $12,786,000,  Roadway Improvement Cost: $7,488,000,  Total Project Cost: $20,274,000 ( Estimate for 2021)

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Structure Number: 222616,  Location: CITY OF BINGHAMTON (Lat: 42.093111,  Lng: -75.907544),  Route carried "on" structure: City street ,  Year Built: 1901,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 7,446 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,045 (year 2040),  Design Load: HS 15,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: EXCHANGE STREET
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.9m (199.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 12.43m (40.78ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $8,802,000,  Roadway Improvement Cost: $5,154,000,  Total Project Cost: $13,956,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222618,  Location: CITY OF BINGHAMTON (Lat: 42.104194,  Lng: -75.907797),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 4,731 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,747 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: CHENANGO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $6,032,000,  Roadway Improvement Cost: $3,533,000,  Total Project Cost: $9,565,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete