Bridge Statistics for Muncy, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 24656,  Location: 1 MI N OF HALLS STATION (Lat: 41.241250,  Lng: -76.817214),  Route carried "on" structure: Interstate 180,  Year Built: 1975,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 11,385 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,316 (year 2032),  Design Load: HL 93,  Features Intersected: OVER CARPENTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24658,  Location: 1 MI N OF HALLS STATION (Lat: 41.241406,  Lng: -76.816956),  Route carried "on" structure: Interstate 180,  Year Built: 1975,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 12,498 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,693 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CARPENTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.719,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.3 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: Better than 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: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24659,  Location: HALLS STATION (Lat: 41.237781,  Lng: -76.809456),  Route carried "on" structure: Interstate 180,  Year Built: 1975,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,440 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,316 (year 2032),  Design Load: HS 20,  Features Intersected: I 180 OVER SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.528,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $191,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2466,  Location: HALLS STATION (Lat: 41.237917,  Lng: -76.809175),  Route carried "on" structure: Interstate 180,  Year Built: 1975,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,624 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,693 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 0220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.519,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 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: 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: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24662,  Location: 1.5 MI EAST OF MUNCY (Lat: 41.227808,  Lng: -76.794886),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 9,440 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,316 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.123,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 24663,  Location: 1.5 MI EAST OF MUNCY (Lat: 41.228211,  Lng: -76.794625),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 9,624 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,693 (year 2032),  Design Load: HS 20,  Features Intersected: OVER WOLF RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.133,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 24664,  Location: 1 MILE NW OF MUNCY (Lat: 41.219806,  Lng: -76.783592),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 9,440 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,316 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MUNCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 24665,  Location: 1 MI NW OF MUNCY (Lat: 41.219997,  Lng: -76.783417),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 9,624 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,693 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MUNCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $273,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24668,  Location: 1 MI E OF MUNCY (Lat: 41.210756,  Lng: -76.770975),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,558 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,490 (year 2032),  Design Load: HL 93,  Features Intersected: E.B. OVER S.R. 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.232,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 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,  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: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24669,  Location: 1 MI E OF MUNCY (Lat: 41.207278,  Lng: -76.769208),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 7,558 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,490 (year 2032),  Design Load: HL 93,  Features Intersected: E.B. OVER S.R. 2044
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.232,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2467,  Location: 1 MI E OF MUNCY (Lat: 41.210861,  Lng: -76.770711),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,301 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,613 (year 2032),  Design Load: HL 93,  Features Intersected: W.B. OVER S.R. 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.247,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24671,  Location: 1 MI E OF MUNCY (Lat: 41.207408,  Lng: -76.768931),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 7,301 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,613 (year 2032),  Design Load: HS 20,  Features Intersected: W.B. OVER S.R. 2044
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.247,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24672,  Location: 1 MI SE OF MUNCY (Lat: 41.201361,  Lng: -76.769075),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 7,558 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,490 (year 2032),  Design Load: HL 93,  Features Intersected: E.B. OVER S.R. 2061
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24673,  Location: 1 MI SE OF MUNCY (Lat: 41.201353,  Lng: -76.768772),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 7,301 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,613 (year 2032),  Design Load: HL 93,  Features Intersected: W.B. OVER S.R. 2061
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24674,  Location: 1 MI S OF MUNCY (Lat: 41.193142,  Lng: -76.770069),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 14,859 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 21,103 (year 2032),  Design Load: HS 20,  Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.893,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 24675,  Location: .5 MI S OF MUNCY (Lat: 41.187631,  Lng: -76.785247),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,558 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,490 (year 2032),  Design Load: HL 93,  Features Intersected: E.B. OVER S.R. 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 22.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24676,  Location: .5 MI S OF MUNCY (Lat: 41.187319,  Lng: -76.785294),  Route carried "on" structure: Interstate 180,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,301 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 10,613 (year 2032),  Design Load: HS 20,  Features Intersected: W.B. OVER S.R. 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.802,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 22.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24745,  Location: MUNCY PIN/HANGER RIVER BR (Lat: 41.204472,  Lng: -76.804808),  Route carried "on" structure: State highway 405,  Year Built: 1959,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 65.04m (213.39ft),  Average Daily Traffic: 3,968 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,825 (year 2032),  Design Load: HS 20,  Features Intersected: LVRR,WB SUSQ RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.075,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 7,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 65.00m (213.25ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $1,537,000,  Total Project Cost: $5,537,000,  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: 24746,  Location: MUNCY BOROUGH (Lat: 41.205789,  Lng: -76.783583),  Route carried "on" structure: State highway 405,  Year Built: 1919,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,506 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,572 (year 2032),  Design Load: HS 20,  Features Intersected: OVER GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.665,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24858,  Location: 2 MILE SOUTHEAST OF MUNCY (Lat: 41.186217,  Lng: -76.760458),  Route carried "on" structure: State highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 128 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 251 (year 2032),  Design Load: HS 20,  Features Intersected: OVER GLADE RUN,  Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24875,  Location: HALLS STATION (Lat: 41.235147,  Lng: -76.822100),  Route carried "on" structure: State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 10,302 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,727 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CARPENTERS RUN,  Facility Carried by Structure: S.R. 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.043,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 56.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24876,  Location: 2 MI N OF MUNCY BOROUGH (Lat: 41.222744,  Lng: -76.796150),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,041 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,242 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2021

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Structure Number: 24877,  Location: 1 MI N OF MUNCY BORO. (Lat: 41.217572,  Lng: -76.787161),  Route carried "on" structure: State highway ,  Year Built: 1979,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 8,885 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,544 (year 2032),  Design Load: HS 20,  Features Intersected: MUNCY CREEK,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 40.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  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: 24878,  Location: 100 FT N MUNCY BORO (Lat: 41.211375,  Lng: -76.786428),  Route carried "on" structure: State highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,885 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,544 (year 2032),  Design Load: HS 20,  Features Intersected: GLADE RUN,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24924,  Location: MUNCY BORO (Lat: 41.202506,  Lng: -76.781917),  Route carried "on" structure: State highway ,  Year Built: 1974,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,179 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,864 (year 2032),  Design Load: HS 20,  Features Intersected: OVER GLADE RUN,  Facility Carried by Structure: SR 2044
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24927,  Location: LYCOMING MALL INTERCHANGE (Lat: 41.246294,  Lng: -76.832931),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 3,188 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,752 (year 2032),  Design Load: HS 20,  Features Intersected: OVER I-180 & RAMP B,  Facility Carried by Structure: SR2049
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24931,  Location: 1 MI N OF MUNCY (Lat: 41.222053,  Lng: -76.787011),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,701 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,593 (year 2032),  Design Load: HS 20,  Features Intersected: OVER LR 1073 (I-180),  Facility Carried by Structure: S.R.2053
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24932,  Location: 1MI E OF PENNSDALE (Lat: 41.241739,  Lng: -76.777569),  Route carried "on" structure: State highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,701 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,593 (year 2032),  Features Intersected: OVER WOLF RUN,  Facility Carried by Structure: SR 2053
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.570,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24934,  Location: 1MI.S.W. OF MUNCY (Lat: 41.199519,  Lng: -76.777292),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,235 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,348 (year 2032),  Design Load: HS 20,  Features Intersected: OVER GLADE RUN,  Facility Carried by Structure: SR 2061
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.362,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $96,000

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Structure Number: 25112,  Location: 0.6 MI SE OF PENNSDALE (Lat: 41.238656,  Lng: -76.786511),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 75 (year 2021),  Average Future Daily Traffic: 116 (year 2043),  Design Load: HS 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: T-513
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25116,  Location: 1.2 MI. NW OF MUNCY BORO (Lat: 41.221356,  Lng: -76.796700),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 320 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 499 (year 2041),  Features Intersected: WOLF RUN,  Facility Carried by Structure: T-811
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25165,  Location: CARPENTER ST. MUNCY BORO (Lat: 41.204739,  Lng: -76.783064),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 504 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 779 (year 2043),  Features Intersected: GLADE RUN,  Facility Carried by Structure: CARPENTER ST;MUNCY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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: Meets minimum limits,  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: October 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $98,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25166,  Location: GREEN STREET; MUNCY BORO (Lat: 41.207222,  Lng: -76.784161),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 378 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 584 (year 2041),  Features Intersected: GLADE RUN,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 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: 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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25167,  Location: E MECHANIC ST. (Lat: 41.210297,  Lng: -76.785097),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 464 (year 2041),  Features Intersected: GLADE RUN,  Facility Carried by Structure: E MECHANIC STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29064,  Location: 2.5 MI.SOUTH OF MUNCY (Lat: 41.162283,  Lng: -76.793519),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 187 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 202 (year 2032),  Design Load: HS 20,  Features Intersected: 1045 OVER I-180 EB & WB,  Facility Carried by Structure: T-666
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29338,  Location: LEWIS TOWNSHIP (Lat: 41.162678,  Lng: -76.767714),  Route carried "on" structure: City street 672,  Year Built: 1900,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 108 (year 2040),  Design Load: HS 20,  Features Intersected: Glade Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $279,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Membrane: Other,  Deck Protection: Other

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Structure Number: 29339,  Location: 0.7MI N OF INT T675 T672 (Lat: 41.173236,  Lng: -76.769333),  Route carried "on" structure: City street T672,  Year Built: 1904,  Year Reconstructed: 1986,  Status: Closed,  Structure Length: 1.07m (3.51ft),  Average Future Daily Traffic: 77 (year 2040),  Design Load: HS 20,  Features Intersected: GLADE RUN,  Facility Carried by Structure: T-672
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Imminent failure,  Substructure: Critical,  Channel: Poor,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $288,000,  Deck Structure Type: Wood or Timber

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Structure Number: 40855,  Location: VILLAGE OF PENNSDALE (Lat: 41.245972,  Lng: -76.812664),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 392 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 417 (year 2032),  Features Intersected: CARPENTERS RUN,  Facility Carried by Structure: SR 2034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44209,  Location: 1.5 Mi. W. of Clarkstown (Lat: 41.206464,  Lng: -76.744708),  Route carried "on" structure: State highway 442,  Year Built: 2007,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 3,191 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,255 (year 2032),  Design Load: HL 93,  Features Intersected: Little Muncy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing