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: 42.152997,  Lng: -75.897475),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 10,989 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,533 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.279,  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: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: November 2007,  Bridge Improvement Cost: $1,808,000,  Roadway Improvement Cost: $1,075,000,  Total Project Cost: $2,883,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1008202,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.153350,  Lng: -75.897314),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 10,989 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,533 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: November 2007,  Bridge Improvement Cost: $1,388,000,  Roadway Improvement Cost: $825,000,  Total Project Cost: $2,213,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100821,  Location: 0.1 MI S JCT US 11 & SH 1 (Lat: 42.160356,  Lng: -75.894628),  Route carried "on" structure: US 11,  Year Built: 1983,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 28,326 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,957 (year 2025),  Design Load: HS 20,  Features Intersected: DORMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.965,  Lanes on structure: 5,  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: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,388,000,  Roadway Improvement Cost: $825,000,  Total Project Cost: $2,213,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100822,  Location: JCT US 11 & SH 12 (Lat: 42.161431,  Lng: -75.893744),  Route carried "on" structure: US 11,  Year Built: 1975,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 12,612 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,741 (year 2025),  Design Load: HS 20,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.152,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum 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: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $814,000 ( Estimate for 2007),  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: 42.164992,  Lng: -75.896156),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.812,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $795,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008232,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164750,  Lng: -75.895928),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.813,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 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: 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: April 2007,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,938,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100824,  Location: 0.6MI N JCT RTS 11 & 12 (Lat: 42.168850,  Lng: -75.899481),  Route carried "on" structure: US 11,  Year Built: 1990,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,536 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,536 (year 2026),  Design Load: HS 20,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.519,  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: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  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: May 2006,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,938,000 ( Estimate for 2007),  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: 42.180186,  Lng: -75.910139),  Route carried "on" structure: US 11,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,611 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,937 (year 2026),  Design Load: HS 20,  Features Intersected: GLEN CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: May 2006,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $337,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100826,  Location: 1 MI S EXIT 7 OF I81 (Lat: 42.218897,  Lng: -75.914383),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,509 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,815 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BROOKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.111,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $337,000 ( Estimate for 2007),  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: 42.228208,  Lng: -75.918489),  Route carried "on" structure: US 11,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,509 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,815 (year 2027),  Design Load: HS 20,  Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.464,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 1.4m (4.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $367,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100828,  Location: .1 MI S EXIT 7 OF I-81 (Lat: 42.232333,  Lng: -75.916358),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,509 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,815 (year 2027),  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.783,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $614,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1008291,  Location: EXIT 7 I-81 INT (Lat: 42.233119,  Lng: -75.915375),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 25,892 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 42,111 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.071,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,096,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $1,748,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008292,  Location: EXIT 7 I-81 INT (Lat: 42.233539,  Lng: -75.914800),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 25,892 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 42,111 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.071,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: Good,  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: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,056,000,  Roadway Improvement Cost: $628,000,  Total Project Cost: $1,684,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100921,  Location: 2 MI NE JCT SH 12 & SH 12 (Lat: 42.193433,  Lng: -75.876311),  Route carried "on" structure: State highway 12,  Year Built: 1928,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,810 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,104 (year 2026),  Design Load: H 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.305,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $328,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100981,  Location: .3 MI E JCT SH 12 & SH 12 (Lat: 42.168903,  Lng: -75.881822),  Route carried "on" structure: Alternate State highway 12A,  Year Built: 2003,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 13,210 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,487 (year 2026),  Design Load: HS 25,  Features Intersected: THOMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.204,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 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: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  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: Equal to present desirable 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: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,575,000,  Roadway Improvement Cost: $2,074,000,  Total Project Cost: $5,649,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100983,  Location: JCT.RTE 12A & CHENANGO R. (Lat: 42.165650,  Lng: -75.873014),  Route carried "on" structure: State highway 12A,  Year Built: 1988,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 15,758 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,668 (year 2018),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.477,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 9 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: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $3,575,000,  Roadway Improvement Cost: $2,074,000,  Total Project Cost: $5,649,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1031201,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159414,  Lng: -75.897467),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 10,989 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,533 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RAMP FB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.292,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  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: Good,  Substructure: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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,  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 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031202,  Location: 3.0 MI N OF N BING CTY LI (Lat: 42.159453,  Lng: -75.897156),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 10,989 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,533 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RAMP FB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.292,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 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: Good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: November 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031211,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162253,  Lng: -75.896786),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Features Intersected: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031212,  Location: 3.1 MI N OF N BING CTY LI (Lat: 42.162100,  Lng: -75.896528),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031221,  Location: 3.2 MI N OF N BING CTY LI (Lat: 42.163750,  Lng: -75.896436),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.817,  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: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1031222,  Location: 3.2 MI N OF N BING CTY LI (Lat: 42.163572,  Lng: -75.896203),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 12,573 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CASTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.817,  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: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $1,538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104682,  Location: 0.5 MI NE JCT RTS 369 & 7 (Lat: 42.168500,  Lng: -75.831825),  Route carried "on" structure: State highway 369,  Year Built: 1991,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 1,272 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,588 (year 2025),  Design Load: HS 20,  Features Intersected: BALLYHACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073961,  Location: JCT I81/I88 -CHENANGO RVR (Lat: 42.142067,  Lng: -75.901056),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Status: Open,  Structure Length: 80.83m (265.19ft),  Average Daily Traffic: 8,900 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,200 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I81, CHENANGO RIVER,
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.545,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 9 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: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: October 2007,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $357,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073962,  Location: JCT I81&I88 -CHENANGO RVR (Lat: 42.142828,  Lng: -75.897558),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Status: Open,  Structure Length: 56.93m (186.78ft),  Average Daily Traffic: 8,900 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,200 (year 2025),  Design Load: HS 20,  Features Intersected: WEST SERVICE ROAD, CHENA
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.665,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  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: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.93m (186.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $5,991,000,  Roadway Improvement Cost: $3,339,000,  Total Project Cost: $9,330,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107396A,  Location: JCT I81 & I88-CHENANGO RV (Lat: 42.143128,  Lng: -75.897453),  Route carried "on" structure: Interstate 88,  Year Built: 1989,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 19,461 (year 1989),  Truck Traffic: 23%,  Average Future Daily Traffic: 31,050 (year 2009),  Design Load: HS 20,  Features Intersected: CHENANGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 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: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.58m (54.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $5,991,000,  Roadway Improvement Cost: $3,339,000,  Total Project Cost: $9,330,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222536,  Location: HAMLET OF CASTLE CREEK (Lat: 42.227747,  Lng: -75.917753),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 24 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 31 (year 2026),  Features Intersected: POTATO CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 98.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 2007,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $447,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225759,  Location: 1.5 MI W OF CASTLE CREEK (Lat: 42.224069,  Lng: -75.939186),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 99 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 138 (year 2015),  Features Intersected: BROOKS CREEK,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 73.7 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $207,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334914,  Location: 2.0 MI NE CHENANGO BRIDGE (Lat: 42.197158,  Lng: -75.859353),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,044 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,044 (year 2021),  Design Load: HS 20,  Features Intersected: KATTEL CREEK,  Facility Carried by Structure: CR153 KATTELVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 80.2 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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 2006,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $896,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334915,  Location: 2.0 MI SW OF CASTLE CREEK (Lat: 42.221683,  Lng: -75.933603),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 605 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 844 (year 2017),  Features Intersected: BROOKS CREEK,  Facility Carried by Structure: CR105 BROOKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $896,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335002,  Location: 1.3 MI E OF KATTELVILLE (Lat: 42.197447,  Lng: -75.838086),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 803 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 803 (year 2027),  Design Load: HS 20,  Features Intersected: NY SUSQUEHANNA& W,  Facility Carried by Structure: COUNTY ROAD 96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 97.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $492,000,  Total Project Cost: $1,319,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1008201,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.152997,  Lng: -75.897475),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 23,297 (year 2005),  Truck Traffic: 5%,  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: 27.4m (89.9ft)

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Structure Number: 1008202,  Location: 2.5 MI N OF N BING CTY LI (Lat: 42.153350,  Lng: -75.897314),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 23,297 (year 2005),  Truck Traffic: 5%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1008231,  Location: 0.2 MI NW JCT RTS 11 + 12 (Lat: 42.164992,  Lng: -75.896156),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 5,052 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 5.583,  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: 42.164750,  Lng: -75.895928),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 5,052 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 5.551,  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: 42.233119,  Lng: -75.915375),  Route carried "under" structure: US 11,  Year Built: 1967,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 1,611 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 13.805,  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: 42.233539,  Lng: -75.914800),  Route carried "under" structure: US 11,  Year Built: 1967,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 1,611 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 1.387,  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: 42.159414,  Lng: -75.897467),  Route carried "under" structure: Ramp Other road ,  Year Built: 1966,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 8,100 (year 1977),  Truck Traffic: 5%,  Features Intersected: RAMP FB,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.69m (15.39ft),  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: 42.159453,  Lng: -75.897156),  Route carried "under" structure: Ramp Other road ,  Year Built: 1966,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 8,100 (year 1977),  Truck Traffic: 5%,  Features Intersected: RAMP FB,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.48m (1.57ft),  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: 1073961,  Location: JCT I81/I88 -CHENANGO RVR (Lat: 42.142067,  Lng: -75.901056),  Route carried "under" structure: Interstate 81,  Year Built: 1989,  Structure Length: 80.83m (265.19ft),  Average Daily Traffic: 29,742 (year 1989),  Truck Traffic: 23%,  Features Intersected: RTE I81, CHENANGO RIVER,,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.944,  Lanes on structure: 2,  Lanes under structure: 6,  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: 42.142067,  Lng: -75.901056),  Route carried "under" structure: Ramp Other road ,  Year Built: 1989,  Structure Length: 80.83m (265.19ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: RTE I81, CHENANGO RIVER,,  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: 1073962,  Location: JCT I81&I88 -CHENANGO RVR (Lat: 42.142828,  Lng: -75.897558),  Route carried "under" structure: Ramp Other road ,  Year Built: 1989,  Structure Length: 56.93m (186.78ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: WEST SERVICE ROAD, CHENA,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 6.27m (20.57ft),  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: 42.168308,  Lng: -75.875386),  Route carried "under" structure: State highway 12A,  Year Built: 1941,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 13,210 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 12A,  Facility Carried by Structure: NY SUSQUEHANNA &W
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.046,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)