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

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Structure Number: 1008201,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.152931,  Lng: -75.897517),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 19,521 (year 2010),  Truck Traffic: 26%,  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.438,  Lanes on structure: 3,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 35.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,920,000,  Roadway Improvement Cost: $1,124,000,  Total Project Cost: $3,044,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1008202,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.153278,  Lng: -75.897308),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 16,176 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 21,277 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.438,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.0 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: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,465,000,  Roadway Improvement Cost: $858,000,  Total Project Cost: $2,323,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100821,  Location: 0.1 MI S JCT US 11 & SH 1 (Lat: 42.160367,  Lng: -75.894669),  Route carried "on" structure: US 11,  Year Built: 1983,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 22,031 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,471 (year 2040),  Design Load: HS 20,  Features Intersected: DORMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.932,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $993,000,  Roadway Improvement Cost: $581,000,  Total Project Cost: $1,574,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100822,  Location: JCT US 11 & SH 12 (Lat: 42.161464,  Lng: -75.893719),  Route carried "on" structure: US 11,  Year Built: 1975,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 22,031 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,471 (year 2040),  Design Load: HS 20,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.045,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,685,000,  Roadway Improvement Cost: $987,000,  Total Project Cost: $2,672,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1008231,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164931,  Lng: -75.896197),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 12,573 (year 2009),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.742,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,423,000,  Roadway Improvement Cost: $833,000,  Total Project Cost: $2,257,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008232,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164667,  Lng: -75.895956),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 9,950 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 13,087 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.742,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.7 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: 43.1 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,327,000,  Roadway Improvement Cost: $777,000,  Total Project Cost: $2,104,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100824,  Location: 0.6MI N JCT RTS 11 & 12 (Lat: 42.168753,  Lng: -75.899522),  Route carried "on" structure: US 11,  Year Built: 1990,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,763 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,571 (year 2040),  Design Load: HS 20,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.059,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $543,000,  Total Project Cost: $1,471,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100825,  Location: 1.5 MI N JCT US 11 & SH 1 (Lat: 42.180797,  Lng: -75.907319),  Route carried "on" structure: US 11,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,559 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,928 (year 2040),  Design Load: HS 20,  Features Intersected: GLEN CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.571,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $511,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100826,  Location: 1 MI S EXIT 7 OF I81 (Lat: 42.218936,  Lng: -75.914436),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,559 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,626 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROOKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.980,  Lanes on 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: 10.3m (33.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $352,000,  Total Project Cost: $954,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100827,  Location: .4 MI S EXIT 7 I81 ON US (Lat: 42.228281,  Lng: -75.918525),  Route carried "on" structure: US 11,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,315 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,371 (year 2040),  Design Load: HS 20,  Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $691,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100828,  Location: .1 MI S EXIT 7 OF I-81 (Lat: 42.232361,  Lng: -75.916297),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,315 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,371 (year 2040),  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.653,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $502,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1008291,  Location: EXIT 7 I-81 INT (Lat: 42.233094,  Lng: -75.915367),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 12,949 (year 2013),  Truck Traffic: 27%,  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.803,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $680,000,  Total Project Cost: $1,841,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008292,  Location: EXIT 7 I-81 INT (Lat: 42.233572,  Lng: -75.914764),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 10,676 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 12,715 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.819,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $659,000,  Total Project Cost: $1,783,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100921,  Location: 2 MI NE JCT SH 12 & SH 12 (Lat: 42.193425,  Lng: -75.876281),  Route carried "on" structure: State highway 12,  Year Built: 1928,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,818 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,974 (year 2040),  Design Load: H 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $387,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100923,  Location: ROUTE 12 + TIOUGHIOGA R. (Lat: 42.238656,  Lng: -75.846378),  Route carried "on" structure: State highway 12,  Year Built: 1985,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 8,994 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,079 (year 2040),  Design Load: HS 20,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.121,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 95.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.78m (35.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: November 2016,  Bridge Improvement Cost: $3,686,000,  Roadway Improvement Cost: $2,158,000,  Total Project Cost: $5,844,000 ( 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: 100981,  Location: .3 MI E JCT SH 12 & SH 12 (Lat: 42.168836,  Lng: -75.881911),  Route carried "on" structure: Alternate State highway 12A,  Year Built: 2003,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 12,206 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,450 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: THOMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $1,537,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100983,  Location: JCT.RTE 12A & CHENANGO R. (Lat: 42.165042,  Lng: -75.872869),  Route carried "on" structure: State highway 12A,  Year Built: 1988,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 12,363 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,610 (year 2040),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.8m (192.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.8 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: 49.2 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: Somewhat better than minimum adequacy,  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: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $7,190,000,  Roadway Improvement Cost: $4,211,000,  Total Project Cost: $11,401,000 ( 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: 1031201,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159442,  Lng: -75.897489),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 12,546 (year 2009),  Truck Traffic: 26%,  Design Load: HS 20+Mod,  Features Intersected: RAMP FB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.162,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 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: 55.1 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 replacement,  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: March 2021,  Bridge Improvement Cost: $885,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $1,403,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031202,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159469,  Lng: -75.897172),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 8,701 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 11,444 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP FB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.162,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 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: 53.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: March 2021,  Bridge Improvement Cost: $885,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $1,403,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031211,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162256,  Lng: -75.896828),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 12,546 (year 2009),  Truck Traffic: 26%,  Average Future Daily Traffic: 17,564 (year 2029),  Features Intersected: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.468,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $987,000,  Roadway Improvement Cost: $578,000,  Total Project Cost: $1,565,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031212,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162122,  Lng: -75.896550),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,701 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 11,444 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.452,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,017,000,  Roadway Improvement Cost: $596,000,  Total Project Cost: $1,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031221,  Location: 3.2 MI N OF N BING CTY LI (Lat: 42.163808,  Lng: -75.896467),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 12,546 (year 2009),  Truck Traffic: 26%,  Design Load: HS 20+Mod,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.629,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.7 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: 53.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal 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: August 2021,  Bridge Improvement Cost: $1,207,000,  Roadway Improvement Cost: $707,000,  Total Project Cost: $1,914,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031222,  Location: 3.2 MI N OF N BING CTY LI (Lat: 42.163575,  Lng: -75.896208),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 8,701 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 11,444 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.629,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.2 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: 48.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,182,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $1,875,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1073961,  Location: JCT I81/I88 -CHENANGO RVR (Lat: 42.142144,  Lng: -75.900858),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 80.83m (265.19ft),  Average Daily Traffic: 8,491 (year 2011),  Truck Traffic: 24%,  Design Load: HS 20,  Features Intersected: 81I 81I91013017NB, RTE I
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  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: 80.83m (265.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,274,000,  Roadway Improvement Cost: $11,873,000,  Total Project Cost: $32,147,000 ( 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: 1073962,  Location: JCT I81&I88 -CHENANGO RVR (Lat: 42.142989,  Lng: -75.896764),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Status: Open,  Structure Length: 57.12m (187.40ft),  Average Daily Traffic: 6,821 (year 2011),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,972 (year 2040),  Design Load: HS 20,  Features Intersected: WEST SERVICE ROAD, CHENA
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 57.11m (187.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $14,674,000,  Roadway Improvement Cost: $8,593,000,  Total Project Cost: $23,267,000 ( 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: 107396A,  Location: JCT I81 & I88-CHENANGO RV (Lat: 42.143072,  Lng: -75.897114),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 661 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 869 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed pedestrian trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 92.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.58m (54.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: November 2014,  Bridge Improvement Cost: $3,326,000,  Roadway Improvement Cost: $1,947,000,  Total Project Cost: $5,273,000 ( 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: 222536,  Location: HAMLET OF CASTLE CREEK (Lat: 42.227772,  Lng: -75.917625),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 46 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 64 (year 2039),  Features Intersected: POTATO CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 81.6 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $268,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $426,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225759,  Location: 1.5 MI W OF CASTLE CREEK (Lat: 42.224150,  Lng: -75.938964),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 126 (year 2037),  Features Intersected: BROOKS CREEK,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $111,000 ( Estimate for 2021)

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Structure Number: 334914,  Location: 2.0 MI NE CHENANGO BRIDGE (Lat: 42.197158,  Lng: -75.859372),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,629 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,015 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KATTEL CREEK,  Facility Carried by Structure: KATTELVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $492,000,  Total Project Cost: $1,332,000 ( Estimate for 2021)

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Structure Number: 334915,  Location: 2.0 MI SW OF CASTLE CREEK (Lat: 42.221706,  Lng: -75.933611),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 559 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 783 (year 2036),  Features Intersected: BROOKS CREEK,  Facility Carried by Structure: BROOKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 76.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $257,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $407,000 ( Estimate for 2021)

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Structure Number: 335002,  Location: 1.3 MI E OF KATTELVILLE (Lat: 42.197417,  Lng: -75.838133),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 537 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 664 (year 2040),  Design Load: HL 93,  Features Intersected: NY SUSQ & WESTERN RR,  Facility Carried by Structure: COUNTY ROAD 96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 62.9 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: 48.6 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $1,163,000 ( 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: 1008201,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.152931,  Lng: -75.897517),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 21,852 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.119,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1008202,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.153278,  Lng: -75.897308),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 21,852 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 4.119,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1008231,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164931,  Lng: -75.896197),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 8,006 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1008232,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164667,  Lng: -75.895956),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 8,006 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1008291,  Location: EXIT 7 I-81 INT (Lat: 42.233094,  Lng: -75.915367),  Route carried "under" structure: US 11,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,533 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.853,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 1008292,  Location: EXIT 7 I-81 INT (Lat: 42.233572,  Lng: -75.914764),  Route carried "under" structure: US 11,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,533 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.853,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 1031201,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159442,  Lng: -75.897489),  Route carried "under" structure: Ramp Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 1977),  Features Intersected: RAMP FB,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 1031202,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159469,  Lng: -75.897172),  Route carried "under" structure: Ramp Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 1977),  Features Intersected: RAMP FB,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 1031211,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162256,  Lng: -75.896828),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Features Intersected: FULLER ROAD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1031212,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162122,  Lng: -75.896550),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Features Intersected: FULLER ROAD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1073961,  Location: JCT I81/I88 -CHENANGO RVR (Lat: 42.142144,  Lng: -75.900858),  Route carried "under" structure: Ramp Other road 7,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,422 (year 2013),  Features Intersected: 81I 81I91013017NB, RTE I,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 1073961,  Location: JCT I81/I88 -CHENANGO RVR (Lat: 42.142144,  Lng: -75.900858),  Route carried "under" structure: Interstate 81,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 29,742 (year 1989),  Features Intersected: 81I 81I91013017NB, RTE I,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 52.614,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 1073962,  Location: JCT I81&I88 -CHENANGO RVR (Lat: 42.142989,  Lng: -75.896764),  Route carried "under" structure: Ramp Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,422 (year 2013),  Features Intersected: WEST SERVICE ROAD, CHENA,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 700982,  Location: 0.6 MI E JCT RTS 12A + 12 (Lat: 42.168236,  Lng: -75.875408),  Route carried "under" structure: State highway 12A,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 11,961 (year 2000),  Features Intersected: RTE 12A,  Facility Carried by Structure: NY Susq & Western
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.998,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)