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

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Structure Number: 101221,  Location: 6.2 MI S JCT SH394& SH241 (Lat: 42.116172,  Lng: -78.921606),  Route carried "on" structure: State highway 394,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 1,184 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,463 (year 2026),  Design Load: HS 25,  Features Intersected: WESTERN NY & PENN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.941,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.21m (30.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $648,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,033,000 ( 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: 104438,  Location: 4.2 MI SE STEAMBURG (Lat: 42.052608,  Lng: -78.876264),  Route carried "on" structure: State highway 280,  Year Built: 1965,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 526 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 650 (year 2025),  Design Load: HS 20,  Features Intersected: QUAKER LAKE OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.055,  Lanes on 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: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $765,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106274,  Location: 1.0 MI NW JCT 17 + INT 17 (Lat: 42.106714,  Lng: -78.916589),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 217 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 270 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: OLDRO HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.84m (32.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,772,000,  Roadway Improvement Cost: $2,188,000,  Total Project Cost: $5,960,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062751,  Location: EXIT 17 OF I86 (Lat: 42.105231,  Lng: -78.899617),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 4,663 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,438 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 950A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.076,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,772,000,  Roadway Improvement Cost: $2,188,000,  Total Project Cost: $5,960,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062752,  Location: EXIT 17 OF I86 (Lat: 42.105058,  Lng: -78.899389),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 4,663 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,438 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 950A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.076,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,772,000,  Roadway Improvement Cost: $2,188,000,  Total Project Cost: $5,960,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106281,  Location: 1.4 MI NW JCT 17 + INT 17 (Lat: 42.111533,  Lng: -78.921517),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,760 (year 1998),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,973 (year 2018),  Design Load: H 20,  Features Intersected: LIT.CONEWANGO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.721,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 72.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: August 2006,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $273,000,  Total Project Cost: $732,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106282,  Location: 0.5 MI NW JCT 17 + INT 17 (Lat: 42.104128,  Lng: -78.908447),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,760 (year 1998),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,973 (year 2018),  Design Load: H 20,  Features Intersected: BR COLD SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.169,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $549,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107122,  Location: 0.3 MI NW INT 17 ON RTE17 (Lat: 42.108042,  Lng: -78.903761),  Route carried "on" structure: State highway 394,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,964 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,427 (year 2026),  Design Load: HS 20,  Features Intersected: COLD STREAM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.466,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $345,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221194,  Location: 2.6 MI SW OF STEAMBURG (Lat: 42.077861,  Lng: -78.931764),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 38 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 47 (year 2018),  Design Load: H 15,  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $169,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 226813,  Location: 1.4 MI.WEST W.PERIMETR RD (Lat: 42.070031,  Lng: -78.917378),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 31 ,  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLL RD
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),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.2 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $235,000 ( Estimate for 2007)

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Structure Number: 332076,  Location: 2.1 MI SE OF E. RANDOLPH (Lat: 42.148714,  Lng: -78.905239),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 331 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 412 (year 2026),  Design Load: HS 20,  Features Intersected: COLD SPRING CREEK,  Facility Carried by Structure: UNDERWOOD CORS RD
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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $394,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332077,  Location: 2.2 MILES N OF STEAMBURG (Lat: 42.139822,  Lng: -78.897725),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 358 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 448 (year 2026),  Features Intersected: COLD SPRING CREEK,  Facility Carried by Structure: LEBANON ROAD
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: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $467,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 332078,  Location: 2 MILES NW OF STEAMBURG (Lat: 42.127983,  Lng: -78.929644),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 400 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 498 (year 2018),  Features Intersected: LIT CONEWANGO CRK,  Facility Carried by Structure: COUNTY ROAD 9
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $277,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332079,  Location: 2.7 MI SW OF STEAMBURG (Lat: 42.079575,  Lng: -78.937406),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 21 ,  Design Load: H 20,  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 59.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $277,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 336259,  Location: 1 MILE WEST OF STEAMBURG (Lat: 42.110922,  Lng: -78.922244),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 48 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 60 (year 2026),  Features Intersected: LIT CONEWANGO CRK,  Facility Carried by Structure: GULF 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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $316,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551161,  Location: 2.4 MI SE JCT SH 280 (Lat: 42.022792,  Lng: -78.849086),  Route carried "on" structure: State lands road ,  Year Built: 1991,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 605 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 754 (year 2019),  Design Load: HS 20,  Features Intersected: QUAKER RUN,  Facility Carried by Structure: ALLEGANY ST PRK 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.894,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation 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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 68.9 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $520,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551162,  Location: 1.4 MI SE JCT 280 < ASP 3 (Lat: 42.030244,  Lng: -78.854936),  Route carried "on" structure: State lands road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 311 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 388 (year 2019),  Features Intersected: QUAKER RUN,  Facility Carried by Structure: CAIN HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $821,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552309,  Location: 2.6 MI SE JCT 280 < ASP 3 (Lat: 42.020489,  Lng: -78.844553),  Route carried "on" structure: State lands road ,  Year Built: 1968,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 18 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 22 (year 2019),  Features Intersected: QUAKER RUN,  Facility Carried by Structure: CAMP SIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $224,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 552394,  Location: 5.7 MI SW JCT RTS 17 &280 (Lat: 42.024250,  Lng: -78.889147),  Route carried "on" structure: State lands road ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 28 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 35 (year 2018),  Design Load: HS 20,  Features Intersected: WOLF RUN CREEK,  Facility Carried by Structure: WOLF RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Critical,  Operating Rating: 5.0 metric tons,  Inventory Rating: 5.0 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $559,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 601222,  Location: 1.3 MI E OF STEAMBURG (Lat: 42.106211,  Lng: -78.879178),  Route carried "on" structure: Other road 951T,  Year Built: 1928,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 659 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 821 (year 2027),  Features Intersected: COLD SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.082,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $705,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6062761,  Location: 0.4 MI W JCT 17 + RTE 280 (Lat: 42.100281,  Lng: -78.861769),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 4,951 (year 2005),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,897 (year 2025),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.377,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 0.9m (3.0ft), Horizontal Clearance: 44.8m (147.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $4,494,000,  Roadway Improvement Cost: $2,619,000,  Total Project Cost: $7,113,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6062762,  Location: 0.4 MI W JCT 17 + RTE 280 (Lat: 42.100131,  Lng: -78.861919),  Route carried "on" structure: Interstate 86,  Year Built: 1965,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 4,951 (year 2005),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,897 (year 2025),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.377,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 0.9m (3.0ft), Horizontal Clearance: 44.8m (147.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $4,056,000,  Roadway Improvement Cost: $2,353,000,  Total Project Cost: $6,409,000 ( 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: 606277,  Location: JCT RTE 17 + RTE 280 (Lat: 42.099394,  Lng: -78.848247),  Route carried "on" structure: State highway 280,  Year Built: 1967,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 526 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 650 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.475,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  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: Somewhat better than minimum adequacy,  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: August 2006,  Bridge Improvement Cost: $1,077,000,  Roadway Improvement Cost: $637,000,  Total Project Cost: $1,714,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 606283,  Location: 1.1 MI E JCT 17 + INT 17 (Lat: 42.104358,  Lng: -78.878103),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 9,901 (year 2005),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,793 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COLD SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.142,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,116,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 660018,  Location: 4.9 MI SW JCT RTS 17 &280 (Lat: 42.037769,  Lng: -78.894061),  Route carried "on" structure: State highway 280,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 526 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 650 (year 2025),  Design Load: HS 20,  Features Intersected: WOLF RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.605,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Serious,  Operating Rating: 73.8 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2007,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $300,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106274,  Location: 1.0 MI NW JCT 17 + INT 17 (Lat: 42.106714,  Lng: -78.916589),  Route carried "under" structure: Interstate 86,  Year Built: 1971,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 9,326 (year 2006),  Truck Traffic: 26%,  Features Intersected: RTE I86,  Facility Carried by Structure: OLDRO HILL RD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 14.626,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.7m (159.8ft)

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Structure Number: 1062751,  Location: EXIT 17 OF I86 (Lat: 42.105231,  Lng: -78.899617),  Route carried "under" structure: Other road 950A,  Year Built: 1971,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 2,875 (year 2007),  Truck Traffic: 9%,  Features Intersected: RTE 950A,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 20.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1062752,  Location: EXIT 17 OF I86 (Lat: 42.105058,  Lng: -78.899389),  Route carried "under" structure: Other road 950A,  Year Built: 1971,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 2,875 (year 2007),  Truck Traffic: 9%,  Features Intersected: RTE 950A,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 20.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 606277,  Location: JCT RTE 17 + RTE 280 (Lat: 42.099394,  Lng: -78.848247),  Route carried "under" structure: Interstate 86,  Year Built: 1967,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 9,901 (year 2005),  Truck Traffic: 26%,  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 280
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.515,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)