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

Find on map >>   Show street view

Structure Number: 1013161,  Location: 3.0 MI W JCT RTS 17 + 79 (Lat: 42.086264,  Lng: -75.696878),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 6,221 (year 2009),  Truck Traffic: 18%,  Design Load: HS 20,  Features Intersected: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.894,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $856,000,  Total Project Cost: $2,319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013162,  Location: 3.0 MI W JCT RTS 17 + 79 (Lat: 42.085908,  Lng: -75.696508),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 4,403 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,244 (year 2040),  Design Load: HS 20,  Features Intersected: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.830,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,398,000,  Roadway Improvement Cost: $819,000,  Total Project Cost: $2,216,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1013171,  Location: 1.9 MI W JCT SH17 & SH79 (Lat: 42.083744,  Lng: -75.676169),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 5,291 (year 2009),  Truck Traffic: 17%,  Design Load: HS 20,  Features Intersected: SHEDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.616,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 38.6 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: 29.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $1,693,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1013172,  Location: 1.9 MI W JCT SH17 & SH79 (Lat: 42.083042,  Lng: -75.676228),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,976 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,735 (year 2040),  Design Load: HS 20,  Features Intersected: SHEDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.552,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,122,000,  Roadway Improvement Cost: $657,000,  Total Project Cost: $1,779,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1013181,  Location: 1.3MI W JCT RTS 17 & 79 (Lat: 42.078281,  Lng: -75.664478),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 5,291 (year 2009),  Truck Traffic: 17%,  Design Load: HS 20+Mod,  Features Intersected: CR 28, OCCANUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.16m (43.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,043,000,  Roadway Improvement Cost: $1,782,000,  Total Project Cost: $4,824,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1013182,  Location: 1.3MI W JCT RTS 17 & 79 (Lat: 42.078267,  Lng: -75.665469),  Route carried "on" structure: Interstate 86,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 3,976 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 28, OCCANUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.91m (52.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,834,000,  Roadway Improvement Cost: $2,245,000,  Total Project Cost: $6,080,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1013191,  Location: JCT RTS 17 + 79 (Lat: 42.072658,  Lng: -75.641283),  Route carried "on" structure: Interstate 86,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,329 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,460 (year 2034),  Design Load: HS 20,  Features Intersected: RTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.770,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $998,000,  Roadway Improvement Cost: $584,000,  Total Project Cost: $1,582,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013192,  Location: JCT RTS 17 + 79 (Lat: 42.072411,  Lng: -75.641331),  Route carried "on" structure: Interstate 86,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 3,976 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,946 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.673,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,370,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $2,172,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013201,  Location: 0.2 MI E JCT RTS 17 + 79 (Lat: 42.071800,  Lng: -75.637842),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 5,329 (year 2014),  Truck Traffic: 15%,  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $3,889,000,  Roadway Improvement Cost: $2,277,000,  Total Project Cost: $6,167,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013202,  Location: 0.2 MI E JCT RTS 17 + 79 (Lat: 42.071550,  Lng: -75.637767),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 3,811 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,946 (year 2040),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $3,889,000,  Roadway Improvement Cost: $2,277,000,  Total Project Cost: $6,167,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013221,  Location: 2.0 MI SE JCT RTS 17 + 79 (Lat: 42.054550,  Lng: -75.613692),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 5,329 (year 2014),  Truck Traffic: 15%,  Design Load: HS 20,  Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.875,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 90.1 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: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,467,000,  Roadway Improvement Cost: $859,000,  Total Project Cost: $2,325,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013222,  Location: 2.0 MI SE JCT RTS 17 + 79 (Lat: 42.054328,  Lng: -75.613758),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 3,811 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,946 (year 2040),  Design Load: HS 20,  Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.875,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,718,000,  Roadway Improvement Cost: $1,006,000,  Total Project Cost: $2,724,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013231,  Location: 2.1 MI SE JCT RTS 17 + 79 (Lat: 42.054444,  Lng: -75.610475),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,827 (year 2009),  Truck Traffic: 24%,  Design Load: HS 20,  Features Intersected: CR 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.149,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.6 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: 38.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,084,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,719,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1013232,  Location: 2.1 MI SE JCT RTS 17 + 79 (Lat: 42.054217,  Lng: -75.610522),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,134 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,890 (year 2040),  Design Load: HS 20,  Features Intersected: CR 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.149,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,458,000,  Roadway Improvement Cost: $854,000,  Total Project Cost: $2,313,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10304,  Location: .2 MI S JCT SH 79 & SH 17 (Lat: 42.069533,  Lng: -75.641211),  Route carried "on" structure: State highway 79,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 705 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 735 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SANFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.525,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $580,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 103041,  Location: .6 MI N JCT SH 79 & SH 17 (Lat: 42.081500,  Lng: -75.639503),  Route carried "on" structure: State highway 79,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,989 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,074 (year 2040),  Design Load: HS 20,  Features Intersected: OCCANUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.861,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 6 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,540,000,  Roadway Improvement Cost: $902,000,  Total Project Cost: $2,442,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 103042,  Location: 3.3 MI N JCT SH 79 & SH17 (Lat: 42.116589,  Lng: -75.656069),  Route carried "on" structure: State highway 79,  Year Built: 1996,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,989 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,074 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.189,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,142,000,  Roadway Improvement Cost: $669,000,  Total Project Cost: $1,810,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 106315,  Location: 3.3 MI W JCT SH 17 & SH79 (Lat: 42.086606,  Lng: -75.701633),  Route carried "on" structure: Interstate 86,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,806 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,487 (year 2040),  Design Load: H 20,  Features Intersected: NORTH OCCANUM CRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.428,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,225,000,  Roadway Improvement Cost: $717,000,  Total Project Cost: $1,942,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 109451,  Location: 3.8 MI S JCT RTS 79 & 17 (Lat: 42.027494,  Lng: -75.622231),  Route carried "on" structure: State highway 79,  Year Built: 1993,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 580 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 605 (year 2040),  Design Load: HS 20,  Features Intersected: UNKNOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.2 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: 33.7 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: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $533,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 222602,  Location: 1 MI SE OF OCCANUM (Lat: 42.080869,  Lng: -75.691650),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 347 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 486 (year 2038),  Features Intersected: OCCANUM CREEK,  Facility Carried by Structure: HOADLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.119,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $155,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 222606,  Location: 0.3 MI E OF EDSON (Lat: 42.026922,  Lng: -75.666725),  Route carried "on" structure: Other road ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 296 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 414 (year 2025),  Features Intersected: TRIB SUSQUE RIVER,  Facility Carried by Structure: BARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 76.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $109,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 222607,  Location: HAMLET OF DAMASCUS (Lat: 42.054103,  Lng: -75.613817),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 66 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 92 (year 2036),  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: MCNAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,062,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 222611,  Location: 1.0 MI S W OF OUAGUAGA (Lat: 42.117606,  Lng: -75.663828),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 137 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 192 (year 2039),  Features Intersected: SAGE CREEK,  Facility Carried by Structure: SEWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $195,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 226934,  Location: HAMLET OF OCCANUM (Lat: 42.084975,  Lng: -75.698489),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 10 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: OCCANUM CREEK,  Facility Carried by Structure: ROCKWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 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 desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $643,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 227046,  Location: 2.5 MI N OF WINDSOR (Lat: 42.123106,  Lng: -75.646900),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 11.95m (39.21ft),  Truck Traffic: 56%,  Design Load: HS 25 or greater,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: DUTCHTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.94m (39.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,408,000,  Roadway Improvement Cost: $1,410,000,  Total Project Cost: $3,819,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 334931,  Location: 3 MI NW OF WINDSOR (Lat: 42.123500,  Lng: -75.670706),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 296 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 414 (year 2036),  Design Load: HS 20,  Features Intersected: SAGE CREEK,  Facility Carried by Structure: OUAQUAGA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.581,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $230,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334995,  Location: 0.75 MI E OF WINDSOR (Lat: 42.078294,  Lng: -75.663631),  Route carried "on" structure: County highway ,  Year Built: 1935,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,206 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,688 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: OCCANUM CREEK,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.882,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,442,000,  Roadway Improvement Cost: $1,430,000,  Total Project Cost: $3,873,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 334996,  Location: IN WINDSOR (Lat: 42.073892,  Lng: -75.636225),  Route carried "on" structure: County highway ,  Year Built: 1935,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 18.99m (62.30ft),  Average Daily Traffic: 1,501 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,101 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 10.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 62.4m (204.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 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 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: 18.98m (62.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: June 2016,  Bridge Improvement Cost: $11,661,000,  Roadway Improvement Cost: $6,829,000,  Total Project Cost: $18,490,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 334997,  Location: HAMLET OF DAMASCUS (Lat: 42.055708,  Lng: -75.612036),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,304 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,826 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.693,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 60.8 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $604,000,  Roadway Improvement Cost: $353,000,  Total Project Cost: $957,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 334998,  Location: 1 MILE EAST OF WINDSOR (Lat: 42.057189,  Lng: -75.606631),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 980 (year 2038),  Design Load: H 20,  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: CR28 OLD ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $666,000,  Total Project Cost: $1,803,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334999,  Location: 1 MI NE OF DAMASCUS (Lat: 42.059225,  Lng: -75.602258),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 980 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.610,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $341,000,  Total Project Cost: $924,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 335,  Location: VILLAGE OF WINDSOR (Lat: 42.077792,  Lng: -75.649472),  Route carried "on" structure: Bypass Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 510 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 714 (year 2037),  Design Load: H 20,  Features Intersected: OCCANUM CREEK,  Facility Carried by Structure: RED HARVEST LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $258,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 335004,  Location: IN HAMLET OF OCCANUM (Lat: 42.086975,  Lng: -75.701647),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,206 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,688 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: NORTH OCCANUM CRK,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 335005,  Location: AT VILLAGE OF WINDSOR (Lat: 42.071083,  Lng: -75.633003),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,501 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,101 (year 2038),  Features Intersected: HOTCHKISS CREEK,  Facility Carried by Structure: CR28 OLD ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 72.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $376,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1013161,  Location: 3.0 MI W JCT RTS 17 + 79 (Lat: 42.086264,  Lng: -75.696878),  Route carried "under" structure: Alternate County highway ,  Year Built: 1961,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: CR 28,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

Find on map >>   Show street view

Structure Number: 1013162,  Location: 3.0 MI W JCT RTS 17 + 79 (Lat: 42.085908,  Lng: -75.696508),  Route carried "under" structure: Alternate County highway ,  Year Built: 1961,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: CR 28,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 5.406,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

Find on map >>   Show street view

Structure Number: 1013171,  Location: 1.9 MI W JCT SH17 & SH79 (Lat: 42.083744,  Lng: -75.676169),  Route carried "under" structure: Other road ,  Year Built: 1961,  Structure Length: 0. m,  Features Intersected: SHEDD ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 1013172,  Location: 1.9 MI W JCT SH17 & SH79 (Lat: 42.083042,  Lng: -75.676228),  Route carried "under" structure: Other road ,  Year Built: 1961,  Structure Length: 0. m,  Features Intersected: SHEDD ROAD,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 1013181,  Location: 1.3MI W JCT RTS 17 & 79 (Lat: 42.078281,  Lng: -75.664478),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 603 (year 2011),  Truck Traffic: 2%,  Features Intersected: CR 28, OCCANUM CREEK,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 8.882,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

Find on map >>   Show street view

Structure Number: 1013182,  Location: 1.3MI W JCT RTS 17 & 79 (Lat: 42.078267,  Lng: -75.665469),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 603 (year 2011),  Truck Traffic: 2%,  Features Intersected: CR 28, OCCANUM CREEK,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.820,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

Find on map >>   Show street view

Structure Number: 1013191,  Location: JCT RTS 17 + 79 (Lat: 42.072658,  Lng: -75.641283),  Route carried "under" structure: State highway 79,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 970 (year 1999),  Features Intersected: RTE 79,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 9.863,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>   Show street view

Structure Number: 1013192,  Location: JCT RTS 17 + 79 (Lat: 42.072411,  Lng: -75.641331),  Route carried "under" structure: State highway 79,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 970 (year 1999),  Features Intersected: RTE 79,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.863,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>   Show street view

Structure Number: 1013231,  Location: 2.1 MI SE JCT RTS 17 + 79 (Lat: 42.054444,  Lng: -75.610475),  Route carried "under" structure: Alternate County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 428 (year 2011),  Truck Traffic: 5%,  Features Intersected: CR 225,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 7.015,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)