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: 42.116019,  Lng: -78.921483),  Route carried "on" structure: State highway 394,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 1,096 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,106 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WESTERN NY & PENN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,531,000,  Roadway Improvement Cost: $2,068,000,  Total Project Cost: $5,599,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104438,  Location: 4.2 MI SE STEAMBURG (Lat: 42.052358,  Lng: -78.876269),  Route carried "on" structure: State highway 280,  Year Built: 1965,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 613 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 619 (year 2040),  Design Load: HS 20,  Features Intersected: QUAKER LAKE OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: July 2020,  Bridge Improvement Cost: $1,091,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $1,730,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106274,  Location: 1.0 MI NW JCT 17 + INT 17 (Lat: 42.106714,  Lng: -78.917081),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 105 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 147 (year 2039),  Design Load: HS 20,  Features Intersected: 86I 17 51121091 WB, RTE,  Facility Carried by Structure: OLDRO HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum 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: December 2021,  Bridge Improvement Cost: $5,932,000,  Roadway Improvement Cost: $3,474,000,  Total Project Cost: $9,406,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062751,  Location: EXIT 17 OF I86 (Lat: 42.105264,  Lng: -78.899561),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 3,937 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,102 (year 2031),  Design Load: HS 20,  Features Intersected: RTE 950A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,240,000,  Roadway Improvement Cost: $1,312,000,  Total Project Cost: $3,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062752,  Location: EXIT 17 OF I86 (Lat: 42.105119,  Lng: -78.899361),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 3,816 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,544 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 950A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Bridge Improvement Cost: $2,240,000,  Roadway Improvement Cost: $1,312,000,  Total Project Cost: $3,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106281,  Location: 1.4 MI NW JCT 17 + INT 17 (Lat: 42.111431,  Lng: -78.921817),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,017 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,166 (year 2040),  Design Load: H 20,  Features Intersected: LIT.CONEWANGO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.902,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: Fair,  Culverts: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  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 2020,  Bridge Improvement Cost: $657,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,042,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106282,  Location: 0.5 MI NW JCT 17 + INT 17 (Lat: 42.104250,  Lng: -78.908194),  Route carried "on" structure: Interstate 86,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,017 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,166 (year 2040),  Design Load: H 20,  Features Intersected: BR COLD SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: Fair,  Culverts: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  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 2020,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $598,000 ( Estimate for 2021)

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Structure Number: 107122,  Location: 0.3 MI NW INT 17 ON RTE17 (Lat: 42.108214,  Lng: -78.903681),  Route carried "on" structure: State highway 394,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,096 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,106 (year 2040),  Design Load: HS 20,  Features Intersected: COLD STREAM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $374,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221194,  Location: 2.6 MI SW OF STEAMBURG (Lat: 42.077769,  Lng: -78.931800),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 24 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34 (year 2039),  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $400,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 226813,  Location: 1.4 MI.WEST W.PERIMETR RD (Lat: 42.070031,  Lng: -78.917406),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34 (year 2039),  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $173,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332076,  Location: 2.1 MI SE OF E. RANDOLPH (Lat: 42.148739,  Lng: -78.905217),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Posted for load-capacity,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 281 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 393 (year 2040),  Design Load: HS 20,  Features Intersected: COLD SPRING CREEK,  Facility Carried by Structure: UNDERWOOD CORS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $1,432,000,  Roadway Improvement Cost: $839,000,  Total Project Cost: $2,271,000 ( Estimate for 2021),  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: 42.139889,  Lng: -78.897769),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 339 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 475 (year 2037),  Design Load: HL 93,  Features Intersected: COLD SPRING CREEK,  Facility Carried by Structure: LEBANON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.620,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,013,000,  Roadway Improvement Cost: $593,000,  Total Project Cost: $1,607,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 332078,  Location: 2 MILES NW OF STEAMBURG (Lat: 42.127969,  Lng: -78.929714),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 533 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 746 (year 2036),  Features Intersected: LIT CONEWANGO CRK,  Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Serious,  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: 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: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $670,000 ( Estimate for 2021),  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: 42.079111,  Lng: -78.933814),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 24 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34 (year 2039),  Design Load: H 20,  Features Intersected: HOTCHKISS RUN,  Facility Carried by Structure: HOTCHKISS HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.912,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $377,000,  Total Project Cost: $1,020,000 ( Estimate for 2021),  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: 42.110947,  Lng: -78.922344),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 38 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 53 (year 2039),  Features Intersected: LIT CONEWANGO CRK,  Facility Carried by Structure: GULF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: August 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $278,000 ( Estimate for 2021)

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Structure Number: 551161,  Location: 2.4 MI SE JCT SH 280 (Lat: 42.022983,  Lng: -78.849353),  Route carried "on" structure: State lands road ,  Year Built: 1991,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 342 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 479 (year 2040),  Design Load: HS 20,  Features Intersected: QUAKER RUN,  Facility Carried by Structure: ALLEGANY ST PRK 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2021,  Bridge Improvement Cost: $598,000,  Roadway Improvement Cost: $350,000,  Total Project Cost: $948,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551162,  Location: 1.4 MI SE JCT 280 < ASP 3 (Lat: 42.030103,  Lng: -78.855103),  Route carried "on" structure: State lands road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 105 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 147 (year 2040),  Features Intersected: QUAKER RUN,  Facility Carried by Structure: CAIN HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.1 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: 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: December 2021,  Bridge Improvement Cost: $609,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $965,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552309,  Location: 2.6 MI SE JCT 280 < ASP 3 (Lat: 42.020633,  Lng: -78.844617),  Route carried "on" structure: State lands road ,  Year Built: 1968,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 22 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 31 (year 2039),  Features Intersected: QUAKER RUN,  Facility Carried by Structure: CAMP SIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: 6.1m (20.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $480,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 552394,  Location: 5.7 MI SW JCT RTS 17 &280 (Lat: 42.024314,  Lng: -78.889206),  Route carried "on" structure: State lands road ,  Year Built: 1966,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 28 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 39 (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: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: Satisfactory,  Culverts: Very good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $296,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $469,000 ( Estimate for 2021)

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Structure Number: 601222,  Location: 1.3 MI E OF STEAMBURG (Lat: 42.106361,  Lng: -78.879322),  Route carried "on" structure: State highway 951T,  Year Built: 1928,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 161 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 225 (year 2037),  Features Intersected: COLD SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Bridge Improvement Cost: $708,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,122,000 ( Estimate for 2021),  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: 42.100178,  Lng: -78.860972),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 3,937 (year 2014),  Truck Traffic: 26%,  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $6,459,000,  Roadway Improvement Cost: $3,782,000,  Total Project Cost: $10,242,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6062762,  Location: 0.4 MI W JCT 17 + RTE 280 (Lat: 42.100022,  Lng: -78.861072),  Route carried "on" structure: Interstate 86,  Year Built: 1965,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 3,816 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,544 (year 2040),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), 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: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  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: October 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $6,401,000,  Roadway Improvement Cost: $3,748,000,  Total Project Cost: $10,149,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 606277,  Location: JCT RTE 17 + RTE 280 (Lat: 42.099356,  Lng: -78.847903),  Route carried "on" structure: State highway 280,  Year Built: 1967,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 613 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 619 (year 2040),  Design Load: HS 20,  Features Intersected: 86I 17 51021127, RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.713,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2021,  Bridge Improvement Cost: $2,130,000,  Roadway Improvement Cost: $1,247,000,  Total Project Cost: $3,377,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 606283,  Location: 1.1 MI E JCT 17 + INT 17 (Lat: 42.104353,  Lng: -78.878183),  Route carried "on" structure: Interstate 86,  Year Built: 1967,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,631 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,088 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COLD SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.876,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $627,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $994,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 660018,  Location: 4.9 MI SW JCT RTS 17 &280 (Lat: 42.037925,  Lng: -78.893400),  Route carried "on" structure: State highway 280,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 613 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 619 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.383,  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: Very good,  Culverts: Poor,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $293,000 ( Estimate for 2021),  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: -78.917081),  Route carried "under" structure: Interstate 86,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,760 (year 1998),  Features Intersected: 86I 17 51121091 WB, RTE,  Facility Carried by Structure: OLDRO HILL RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.481,  Lanes on structure: 2,  Lanes under structure: 2,  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: 42.105264,  Lng: -78.899561),  Route carried "under" structure: State highway 950A,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 860 (year 1983),  Features Intersected: RTE 950A,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 19.598,  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: 42.105119,  Lng: -78.899361),  Route carried "under" structure: State highway 950A,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 860 (year 1983),  Features Intersected: RTE 950A,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 19.614,  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: 42.099356,  Lng: -78.847903),  Route carried "under" structure: Interstate 86,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,386 (year 1998),  Features Intersected: 86I 17 51021127, RTE I86,  Facility Carried by Structure: RTE 280
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 20.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 606488,  Location: 1.2 MI E STEAMBURG (Lat: 42.107567,  Lng: -78.879908),  Route carried "under" structure: Other road ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2021),  Features Intersected: COLD SPRING CRK, BUNKER,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.145,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 606489,  Location: 1.2 MI E STEAMBURG (Lat: 42.107769,  Lng: -78.880022),  Route carried "under" structure: Other road ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2021),  Features Intersected: COLD SPRING CREEK, BUNKE,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.177,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)