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

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Structure Number: 101019,  Location: .4 MI S JCT SH 13 & SH 22 (Lat: 42.185283,  Lng: -76.797286),  Route carried "on" structure: State highway 13,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 6,416 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,915 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.452,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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: 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: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $464,000 ( 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: 10102,  Location: .2 MI S JCT SH 13 & SH 22 (Lat: 42.187861,  Lng: -76.792336),  Route carried "on" structure: State highway 13,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 6,416 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,915 (year 2025),  Design Load: HS 20,  Features Intersected: N BR NEWTOWN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.452,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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: Better than 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: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $464,000 ( 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: 10108,  Location: 0.3 MI NW JCT RTS 17 +352 (Lat: 42.145761,  Lng: -76.805839),  Route carried "on" structure: State highway 17,  Year Built: 1955,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 21,170 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 30,862 (year 2026),  Design Load: HS 20,  Features Intersected: LATTA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.587,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $757,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $1,207,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104183,  Location: 0.1 MI E JCT RTS 13 + 223 (Lat: 42.187578,  Lng: -76.789667),  Route carried "on" structure: Alternate State highway 223,  Year Built: 1947,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,068 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,579 (year 2027),  Design Load: H 20,  Features Intersected: N BRANCH NEWTOWN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.065,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $352,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 104184,  Location: IN BREESPORT (Lat: 42.173394,  Lng: -76.733908),  Route carried "on" structure: Alternate State highway 223,  Year Built: 1929,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,439 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,002 (year 2026),  Design Load: H 20,  Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.192,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 60.8 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $352,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105453,  Location: .3 MI S JCT SH 13 & SH 17 (Lat: 42.147578,  Lng: -76.805964),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 2,231 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,907 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: RTE 17,  Facility Carried by Structure: LATTA BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,129,000,  Roadway Improvement Cost: $668,000,  Total Project Cost: $1,797,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107819,  Location: 0.4 MI W JCT RTE 86I 13 (Lat: 42.154650,  Lng: -76.811581),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 2006,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 9,853 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,888 (year 2018),  Design Load: HS 25,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.0m (193.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.93m (19.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 1078201,  Location: 0.4 MI W JCT RTE 13 & 17 (Lat: 42.154444,  Lng: -76.811614),  Route carried "on" structure: Interstate ,  Year Built: 2007,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 9,853 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,888 (year 2018),  Design Load: HS 25,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: Ramp Interstate 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.5m (198.5ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.05m (19.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 1078202,  Location: .4 MI W JCT SH 13 & SH 17 (Lat: 42.154247,  Lng: -76.811658),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 2005,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 9,853 (year 1998),  Truck Traffic: 24%,  Average Future Daily Traffic: 14,364 (year 2018),  Design Load: HS 25,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.5m (198.5ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.08m (19.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 107821,  Location: 0.2 MI W JCT RTE 86I & 13 (Lat: 42.153667,  Lng: -76.807267),  Route carried "on" structure: Interstate ,  Year Built: 2007,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 3,540 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,130 (year 2020),  Design Load: HS 25,  Features Intersected: RAMP TO SERV RD,  Facility Carried by Structure: Ramp E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 72.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.82m (9.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 107822,  Location: JCT SH 13+RAMP C OF SH17 (Lat: 42.153150,  Lng: -76.806544),  Route carried "on" structure: State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 7,176 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,852 (year 2019),  Design Load: HS 25,  Features Intersected: Ramp to WB ServRd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.013,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 107823,  Location: JCT SH 13 AND SH 17 (Lat: 42.152586,  Lng: -76.807197),  Route carried "on" structure: Ramp State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 7,176 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,852 (year 2019),  Design Load: HS 25,  Features Intersected: RTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.916,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.82m (25.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( 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: 109078,  Location: 0.5 MI W OF BREESEPORT (Lat: 42.174533,  Lng: -76.748372),  Route carried "on" structure: State highway 223,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,439 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,002 (year 2026),  Design Load: HS 20,  Features Intersected: NARROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225584,  Location: IN BREESPORT (Lat: 42.172511,  Lng: -76.733897),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 343 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 449 (year 2021),  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $852,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333085,  Location: IN BREESPORT (Lat: 42.172469,  Lng: -76.733108),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,631 (year 2001),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,133 (year 2021),  Design Load: H 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $834,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333096,  Location: 2.2 MI N OF HORSEHEADS (Lat: 42.196553,  Lng: -76.818214),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,691 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,203 (year 2026),  Features Intersected: CATHARINE CREEK,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $440,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333105,  Location: 0.4 MI N OF BREESPORT (Lat: 42.180769,  Lng: -76.733411),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 788 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,031 (year 2019),  Design Load: H 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: JACKSON CREEK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $362,000 ( 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: 333106,  Location: 1.0 MI N OF BREESPORT (Lat: 42.186514,  Lng: -76.729622),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 553 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 723 (year 2021),  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: JACKSON CREEK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33311,  Location: 3.0 MI NE OF HORSEHEADS (Lat: 42.181428,  Lng: -76.775189),  Route carried "on" structure: County highway ,  Year Built: 1951,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,028 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,642 (year 2026),  Design Load: H 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: COUNTY ROAD 20E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 92.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $564,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $900,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333111,  Location: NORTH OF HORSEHEADS (Lat: 42.189714,  Lng: -76.832267),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,126 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,314 (year 2027),  Design Load: HS 25,  Features Intersected: CHEMUNG CANAL AB,  Facility Carried by Structure: WYGANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $564,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $900,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 333136,  Location: 4.3 MI NE OF ELMIRA (Lat: 42.142694,  Lng: -76.771244),  Route carried "on" structure: County highway ,  Year Built: 1946,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,480 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,936 (year 2027),  Features Intersected: LATTA BROOK,  Facility Carried by Structure: LATTA BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $397,000,  Total Project Cost: $989,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333137,  Location: 4.6 MI NE OF ELMIRA (Lat: 42.141944,  Lng: -76.762628),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,480 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,936 (year 2027),  Features Intersected: LATTA BROOK,  Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $272,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333184,  Location: 0.2 MI SW OF ERIN (Lat: 42.171336,  Lng: -76.737206),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 297 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 388 (year 2021),  Design Load: H 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: ORMISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $204,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 333185,  Location: IN HORSEHEADS (Lat: 42.163864,  Lng: -76.815447),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,047 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,369 (year 2021),  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $389,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333187,  Location: NO OF ELMIRA HEIGHTS VILL (Lat: 42.137706,  Lng: -76.818142),  Route carried "on" structure: County highway ,  Year Built: 1945,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 178 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 208 (year 2021),  Design Load: HS 20,  Features Intersected: HALDERMAN CREEK,  Facility Carried by Structure: STEELE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $279,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335953,  Location: IN HORSEHEADS (Lat: 42.145708,  Lng: -76.809142),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 570 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 746 (year 2017),  Design Load: HS 20,  Features Intersected: LATTA BROOK,  Facility Carried by Structure: INDUSTRIAL PK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $243,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105453,  Location: .3 MI S JCT SH 13 & SH 17 (Lat: 42.147578,  Lng: -76.805964),  Route carried "under" structure: State highway 17,  Year Built: 1967,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 21,170 (year 2006),  Truck Traffic: 24%,  Features Intersected: RTE 17,  Facility Carried by Structure: LATTA BROOK ROAD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 14.352,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 107821,  Location: 0.2 MI W JCT RTE 86I & 13 (Lat: 42.153667,  Lng: -76.807267),  Route carried "under" structure: Ramp Interstate ,  Year Built: 2007,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 3,540 (year 2000),  Truck Traffic: 33%,  Features Intersected: RAMP TO SERV RD,  Facility Carried by Structure: Ramp E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.0m (85.3ft)

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Structure Number: 107822,  Location: JCT SH 13+RAMP C OF SH17 (Lat: 42.153150,  Lng: -76.806544),  Route carried "under" structure: Ramp Other road ,  Year Built: 2004,  Structure Length: 4.09m (13.42ft),  Truck Traffic: 16%,  Features Intersected: Ramp to WB ServRd,  Facility Carried by Structure: RTE 13
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 107823,  Location: JCT SH 13 AND SH 17 (Lat: 42.152586,  Lng: -76.807197),  Route carried "under" structure: State highway 17,  Year Built: 2004,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 6,010 (year 1999),  Truck Traffic: 16%,  Features Intersected: RTE 17,  Facility Carried by Structure: RTE 13
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 174.625,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)