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

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Structure Number: 101426,  Location: 1.5 MI E WEST BRM CO LINE (Lat: 42.091750,  Lng: -76.089778),  Route carried "on" structure: State highway 17C,  Year Built: 1999,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 9,977 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,120 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NANTICOKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,105,000,  Roadway Improvement Cost: $1,233,000,  Total Project Cost: $3,338,000 ( 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: 101427,  Location: 1.7 MI E W BROOME CO LINE (Lat: 42.091925,  Lng: -76.086283),  Route carried "on" structure: State highway 17C,  Year Built: 1999,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 9,977 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,120 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,081,000,  Roadway Improvement Cost: $1,804,000,  Total Project Cost: $4,886,000 ( 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: 10143,  Location: 1.6 MI E JCT RTS 17C + 26 (Lat: 42.107764,  Lng: -76.014500),  Route carried "on" structure: State highway 17C,  Year Built: 2016,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 20,950 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,450 (year 2040),  Design Load: HL 93,  Features Intersected: PATTERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.091,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,247,000,  Roadway Improvement Cost: $730,000,  Total Project Cost: $1,977,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101846,  Location: 1.3 MI N JCT SH26 & SH17C (Lat: 42.112353,  Lng: -76.070667),  Route carried "on" structure: State highway 26,  Year Built: 1969,  Status: Posted for load-capacity,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,283 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,632 (year 2040),  Design Load: H 20,  Features Intersected: WEST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.460,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $411,000,  Total Project Cost: $1,113,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1054831,  Location: 1.2 MI E JCT SH17 & SH26 (Lat: 42.100069,  Lng: -76.025550),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 30.08m (98.69ft),  Average Daily Traffic: 24,003 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 33,604 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  Lanes on 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: 7,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.08m (98.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $6,257,000,  Roadway Improvement Cost: $3,664,000,  Total Project Cost: $9,921,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054832,  Location: 1.2 MI E JCT SH 17 & SH 2 (Lat: 42.100631,  Lng: -76.023722),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 30.08m (98.69ft),  Average Daily Traffic: 18,715 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,687 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  Lanes on 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: 7,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.08m (98.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $6,227,000,  Roadway Improvement Cost: $3,647,000,  Total Project Cost: $9,874,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054841,  Location: 2 MI E JCT SH 17 & SH 26 (Lat: 42.106278,  Lng: -76.013886),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 24,003 (year 2011),  Truck Traffic: 13%,  Design Load: HS 20+Mod,  Features Intersected: PATTERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.043,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $678,000,  Total Project Cost: $1,837,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054842,  Location: 1.9 MI E JCT SH 17 & SH 2 (Lat: 42.106103,  Lng: -76.013786),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 18,715 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,687 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PATTERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.043,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: October 2020,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,813,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054851,  Location: 2.1 MI E JCT SH 17 & SH 2 (Lat: 42.108075,  Lng: -76.011261),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 24,003 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 33,604 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.316,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $552,000,  Total Project Cost: $1,493,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054852,  Location: 2.1 MI E JCT SH 17 & SH 2 (Lat: 42.107903,  Lng: -76.011169),  Route carried "on" structure: State highway 17,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 18,715 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,687 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.316,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $552,000,  Total Project Cost: $1,493,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105486,  Location: 2 MI E JCT SH 17C & SH 26 (Lat: 42.110750,  Lng: -76.007339),  Route carried "on" structure: State highway 17C,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 20,950 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,450 (year 2040),  Design Load: HS 20,  Features Intersected: 17 17 91071062 SW, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.767,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.15m (36.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,509,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,979,000 ( 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: 1063161,  Location: .9 MI W JCT SH17 & SH201 (Lat: 42.118731,  Lng: -75.985444),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 21,721 (year 2014),  Truck Traffic: 10%,  Design Load: HS 20+Mod,  Features Intersected: RTE 17C, N-S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.714,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.46m (76.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $6,929,000,  Roadway Improvement Cost: $4,058,000,  Total Project Cost: $10,987,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1063162,  Location: .9 MI W JCT SH17 & SH201 (Lat: 42.118686,  Lng: -75.984839),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 23,214 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 17C, N-S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.714,  Lanes on structure: 3,  Lanes under structure: 2,  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: 8,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.46m (76.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $6,949,000,  Roadway Improvement Cost: $4,069,000,  Total Project Cost: $11,018,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1063269,  Location: JCT RTS 201 + 17C (Lat: 42.114092,  Lng: -75.969653),  Route carried "on" structure: US 201,  Year Built: 1971,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 2,259 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,617 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE CHOCONUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,286,000,  Roadway Improvement Cost: $3,096,000,  Total Project Cost: $8,382,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106327,  Location: JCT SH 17C & SH 201 (Lat: 42.115511,  Lng: -75.969381),  Route carried "on" structure: State highway 17C,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,986 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,701 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE CHOCONUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.194,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.5m (1.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $714,000 ( Estimate for 2021)

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Structure Number: 106343,  Location: .7 MI N JCT SH 26 & SH 17 (Lat: 42.106722,  Lng: -76.067589),  Route carried "on" structure: State highway 26,  Year Built: 1969,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 10,859 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,191 (year 2040),  Design Load: H 20,  Features Intersected: NANTICOKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.7 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: 42.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2012,  Bridge Improvement Cost: $2,644,000,  Roadway Improvement Cost: $1,548,000,  Total Project Cost: $4,192,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107298,  Location: 0.1MI.S.INTER.RTES201&17C (Lat: 42.113856,  Lng: -75.968794),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 2,207 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,557 (year 2040),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMP-RTS17C TO201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $1,608,000 ( 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: 107299,  Location: 0.1MI.S.INTER.RTES291&17C (Lat: 42.114186,  Lng: -75.968825),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 2,259 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,617 (year 2040),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMPRT201 TO 17C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.3 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $913,000,  Roadway Improvement Cost: $535,000,  Total Project Cost: $1,448,000 ( 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: 222569,  Location: 1.5 MI N. Johnson City (Lat: 42.142928,  Lng: -75.941728),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,860 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,775 (year 2040),  Features Intersected: LITTLE CHOCONUT CK,  Facility Carried by Structure: COUNTY ROAD 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $338,000 ( Estimate for 2021)

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Structure Number: 222574,  Location: BTW 17 & 17C OVER PATTERS (Lat: 42.106967,  Lng: -76.014072),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 134 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 188 (year 2038),  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: ARGONNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 79.7 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $142,000 ( Estimate for 2021)

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Structure Number: 222576,  Location: 3.0 MILES N OF ENDWELL (Lat: 42.146447,  Lng: -76.014019),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,313 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,838 (year 2037),  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: SALLY PIPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $202,000 ( Estimate for 2021)

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Structure Number: 222578,  Location: HAMLET OF ENDWELL (Lat: 42.118428,  Lng: -76.019792),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,451 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,031 (year 2036),  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: SMITH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable 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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $717,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $1,137,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222579,  Location: HAMLET OF ENDWELL (Lat: 42.116178,  Lng: -76.019942),  Route carried "on" structure: Other road ,  Year Built: 1949,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,707 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,535 (year 2040),  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 77.4 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: 54.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $1,537,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 227073,  Location: .3 mi NE Nanticoke Dr & B (Lat: 42.151528,  Lng: -76.058367),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 40 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 56 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRADLEY CREEK,  Facility Carried by Structure: CARRIE ANNE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $243,000 ( Estimate for 2021)

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Structure Number: 334974,  Location: HAMLET OF ENDWELL (Lat: 42.108000,  Lng: -76.017625),  Route carried "on" structure: County highway 33,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 16,548 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,102 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR, PAT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,367,000,  Roadway Improvement Cost: $1,386,000,  Total Project Cost: $3,753,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334975,  Location: 1.0 MI N OF ENDWELL (Lat: 42.123931,  Lng: -76.022225),  Route carried "on" structure: County highway ,  Year Built: 1944,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,391 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,408 (year 2040),  Design Load: H 20,  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: CR33 HOOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,245,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $1,974,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334976,  Location: 2.0 MI NW OF ENDICOTT (Lat: 42.114181,  Lng: -76.083578),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,602 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,590 (year 2040),  Design Load: HS 20,  Features Intersected: WEST CREEK,  Facility Carried by Structure: DAY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $685,000,  Total Project Cost: $1,856,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 334977,  Location: 2.0 MI NW OF ENDICOTT (Lat: 42.148528,  Lng: -76.063144),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,847 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,759 (year 2040),  Design Load: H 20,  Features Intersected: BRADLEY CREEK,  Facility Carried by Structure: NANTICOKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.020,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $609,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334978,  Location: HAMLET OF UNION CENTER (Lat: 42.149028,  Lng: -76.066583),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,530 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,367 (year 2040),  Design Load: HS 20,  Features Intersected: NANTICOKE CREEK,  Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.326,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,010,000,  Roadway Improvement Cost: $592,000,  Total Project Cost: $1,602,000 ( 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: 334979,  Location: HAMLET OF ENDWELL (Lat: 42.110822,  Lng: -76.019814),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,289 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,639 (year 2040),  Design Load: HS 20,  Features Intersected: PATTERSON CREEK,  Facility Carried by Structure: WATSON BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $909,000,  Roadway Improvement Cost: $532,000,  Total Project Cost: $1,441,000 ( 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: 334981,  Location: 1.7MI N OF JOHNSON CITY (Lat: 42.156489,  Lng: -75.943614),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,914 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,754 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE CHOCONUT,  Facility Carried by Structure: CR69 AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.280,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $258,000 ( Estimate for 2021)

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Structure Number: 334982,  Location: 1.7 MI N OF JOHNSON CITY (Lat: 42.154847,  Lng: -75.940697),  Route carried "on" structure: County highway ,  Year Built: 1942,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 665 (year 2040),  Features Intersected: LITTLE CHOCONUT CK,  Facility Carried by Structure: CR 93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $637,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $1,011,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335871,  Location: IN TOWN OF UNION (Lat: 42.107064,  Lng: -76.017719),  Route carried "on" structure: County highway ,  Year Built: 1964,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 7,916 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,616 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 17C,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $1,755,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33671,  Location: 0.2 MU NE VIL.OF ENDICOTT (Lat: 42.117872,  Lng: -76.043125),  Route carried "on" structure: Alternate County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,304 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,088 (year 2040),  Design Load: HS 20,  Features Intersected: BRIXIUS CREEK,  Facility Carried by Structure: NEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $282,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1054851,  Location: 2.1 MI E JCT SH 17 & SH 2 (Lat: 42.108075,  Lng: -76.011261),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Features Intersected: RIVER RD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1054852,  Location: 2.1 MI E JCT SH 17 & SH 2 (Lat: 42.107903,  Lng: -76.011169),  Route carried "under" structure: Business Other road ,  Year Built: 1969,  Structure Length: 0. m,  Features Intersected: RIVER RD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 105486,  Location: 2 MI E JCT SH 17C & SH 26 (Lat: 42.110750,  Lng: -76.007339),  Route carried "under" structure: State highway 17,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 31,903 (year 2000),  Features Intersected: 17 17 91071062 SW, RTE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 9.799,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1063161,  Location: .9 MI W JCT SH17 & SH201 (Lat: 42.118731,  Lng: -75.985444),  Route carried "under" structure: State highway 17C,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 1999),  Features Intersected: RTE 17C, N-S RR,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 11.907,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 1063162,  Location: .9 MI W JCT SH17 & SH201 (Lat: 42.118686,  Lng: -75.984839),  Route carried "under" structure: State highway 17C,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 1999),  Features Intersected: RTE 17C, N-S RR,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 11.907,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 107298,  Location: 0.1MI.S.INTER.RTES201&17C (Lat: 42.113856,  Lng: -75.968794),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMP-RTS17C TO201
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 107299,  Location: 0.1MI.S.INTER.RTES291&17C (Lat: 42.114186,  Lng: -75.968825),  Route carried "under" structure: Other road ,  Year Built: 1986,  Structure Length: 0. m,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMPRT201 TO 17C
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 335871,  Location: IN TOWN OF UNION (Lat: 42.107064,  Lng: -76.017719),  Route carried "under" structure: State highway 17C,  Year Built: 1964,  Structure Length: 0. m,  Features Intersected: RTE 17C,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.026,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)