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

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Structure Number: 647,  Location: 1 MI.S.W. OF TARENTUM BRG (Lat: 40.587919,  Lng: -79.776978),  Route carried "on" structure: State highway 28,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 24,309 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,414 (year 2032),  Design Load: HS 20,  Features Intersected: BAILEYS RUN RD.,CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.156,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.10m (46.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $1,537,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2464,  Location: 301121 MARKET ST OV PKWY (Lat: 40.437936,  Lng: -80.004433),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 2,824 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2037),  Design Load: HS 20,  Features Intersected: I-376(WB),FORT PITT BLVD,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 2459,  Location: 0.25 MI N OF MONTOURSVILL (Lat: 41.268586,  Lng: -76.913208),  Route carried "on" structure: State highway 87,  Year Built: 1989,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 8,551 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,498 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.549,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  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: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 58.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24592,  Location: VILLAGE OF LOYALSOCKVILLE (Lat: 41.319558,  Lng: -76.910156),  Route carried "on" structure: State highway 87,  Year Built: 1928,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,763 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,777 (year 2032),  Design Load: HS 20,  Features Intersected: OVER GRAVEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: December 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $118,000

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Structure Number: 2464,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249778,  Lng: -76.938642),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Status: Open,  Structure Length: 27.37m (89.80ft),  Average Daily Traffic: 13,730 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,735 (year 2032),  Design Load: HS 20,  Features Intersected: SR8034/2039/LOYALSOCK CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.492,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $599,000,  Total Project Cost: $2,745,000,  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: 24641,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249972,  Lng: -76.938611),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 27.37m (89.80ft),  Average Daily Traffic: 14,690 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,238 (year 2032),  Design Load: HS 20,  Features Intersected: SR8034/2039/LOYALSOCK CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $890,000,  Total Project Cost: $4,078,000,  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: 24644,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263614,  Lng: -76.914156),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 14,415 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,981 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 2075
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.763,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  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: 24645,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263775,  Lng: -76.914075),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 15,234 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,923 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR 0087
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.871,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  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: 24646,  Location: 0.5 MI E OF MONTOURSVILLE (Lat: 41.257703,  Lng: -76.897147),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 14,415 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,981 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2045
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.488,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $275,000,  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: 24647,  Location: 0.5 MI E OF MONTOURSVILLE (Lat: 41.258133,  Lng: -76.897225),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 15,234 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,923 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 2045
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.470,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24648,  Location: 2 MI E OF MONTOURSVILLE (Lat: 41.254250,  Lng: -76.888747),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 13,688 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,980 (year 2032),  Design Load: HS 20,  Features Intersected: T-852 BRUSHY RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.302,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 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 desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 24651,  Location: 2 MI E OF MONTOURSVILLE (Lat: 41.254433,  Lng: -76.888197),  Route carried "on" structure: Interstate 180,  Year Built: 1976,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,487 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,963 (year 2032),  Design Load: HS 20,  Features Intersected: OVER T-852 BRUSHY RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.293,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to present desirable criteria,  Underclear: Better than 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: April 2020,  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: 24777,  Location: 2 MI E OF FARRAGUT (Lat: 41.295678,  Lng: -76.866211),  Route carried "on" structure: State highway 864,  Year Built: 1953,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 855 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,477 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.829,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $146,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24778,  Location: 2.5 MI E OF FARRAGUT (Lat: 41.295572,  Lng: -76.860369),  Route carried "on" structure: State highway 864,  Year Built: 1978,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 415 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 311 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.188,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 39.9 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: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  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: 2487,  Location: MONTOURSVILLE BOROUGH (Lat: 41.249917,  Lng: -76.936367),  Route carried "on" structure: State highway ,  Year Built: 1931,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 13,698 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,789 (year 2032),  Features Intersected: OVER LOYALSOCK CREEK,  Facility Carried by Structure: S.R. 2014
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 14.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.40m (47.24ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 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: 24907,  Location: 2 MI N OF MONTOURSVILLE (Lat: 41.278311,  Lng: -76.907356),  Route carried "on" structure: State highway ,  Year Built: 1956,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 927 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,243 (year 2032),  Design Load: HL 93,  Features Intersected: EAST MILL CREEK,  Facility Carried by Structure: QUAKER STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on 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: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  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: 24925,  Location: 4 MI.E OF MONTOURSVILLE (Lat: 41.252797,  Lng: -76.860950),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 1,114 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,283 (year 2032),  Design Load: HS 20,  Features Intersected: I-180 EBL WBL,  Facility Carried by Structure: SR 2047
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: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 12.9m (42.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.40m (34.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25069,  Location: 0.8 MI ESE OF BELLA VISTA (Lat: 41.242964,  Lng: -76.867022),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 309 (year 2043),  Design Load: H 20,  Features Intersected: TULES RUN,  Facility Carried by Structure: T-541
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Fair,  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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45,  Location: 1.4 MI. E. MONTOURSVILLE (Lat: 41.248725,  Lng: -76.895367),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 462 (year 2041),  Design Load: HS 20,  Features Intersected: BENNETTS RUN,  Facility Carried by Structure: T-597
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 46223,  Location: 1.75 MI EAST OF FARRAGUT (Lat: 41.290658,  Lng: -76.870628),  Route carried "on" structure: State highway 864,  Year Built: 2010,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 855 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,477 (year 2032),  Design Load: HL 93,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.019,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 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: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 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: 47238,  Location: LOYALSOCKVILLE (Lat: 41.320986,  Lng: -76.908153),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 417 (year 2032),  Design Load: HL 93,  Features Intersected: RESSER RUN,  Facility Carried by Structure: SR 2030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  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: 47617,  Location: VILLAGE OF LOYALSOCKVILLE (Lat: 41.325253,  Lng: -76.911725),  Route carried "on" structure: State highway 973,  Year Built: 2012,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,415 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,280 (year 2032),  Design Load: HL 93,  Features Intersected: LOYALSOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Underwater Inspection Date: September 2020,  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: 48059,  Location: 1 MI N OF MONTOURSVILLE (Lat: 41.266111,  Lng: -76.933917),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,398 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,157 (year 2038),  Design Load: HL 93,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SR 2039
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  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: 53679,  Location: 0.1 MI N OF FARRAGUT (Lat: 41.297472,  Lng: -76.906186),  Route carried "on" structure: State highway 87,  Year Built: 2017,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,763 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,881 (year 2037),  Design Load: HL 93,  Features Intersected: Trib to Loyalsock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2464,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249778,  Lng: -76.938642),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,493 (year 2020),  Truck Traffic: 1%,  Features Intersected: SR8034/2039/LOYALSOCK CK,  Facility Carried by Structure: I - 180 EBL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 2464,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249778,  Lng: -76.938642),  Route carried "under" structure: Ramp State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 792 (year 2021),  Truck Traffic: 5%,  Features Intersected: SR8034/2039/LOYALSOCK CK,  Facility Carried by Structure: I - 180 EBL
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 24641,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249972,  Lng: -76.938611),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,493 (year 2020),  Truck Traffic: 1%,  Features Intersected: SR8034/2039/LOYALSOCK CK,  Facility Carried by Structure: I - 180 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 24641,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.249972,  Lng: -76.938611),  Route carried "under" structure: Ramp State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 792 (year 2021),  Truck Traffic: 5%,  Features Intersected: SR8034/2039/LOYALSOCK CK,  Facility Carried by Structure: I - 180 WB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 24644,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263614,  Lng: -76.914156),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,480 (year 2020),  Truck Traffic: 6%,  Features Intersected: OVER SR 2075,  Facility Carried by Structure: I-180, EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.466,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 24644,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263614,  Lng: -76.914156),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,339 (year 2020),  Truck Traffic: 4%,  Features Intersected: OVER SR 2075,  Facility Carried by Structure: I-180, EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.466,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 24645,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263775,  Lng: -76.914075),  Route carried "under" structure: State highway 87,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,551 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER SR 0087,  Facility Carried by Structure: I - 180, WBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 24645,  Location: BOROUGH OF MONTOURSVILLE (Lat: 41.263775,  Lng: -76.914075),  Route carried "under" structure: State highway 87,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 298 (year 2022),  Truck Traffic: 10%,  Features Intersected: OVER SR 0087,  Facility Carried by Structure: I - 180, WBL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 24646,  Location: 0.5 MI E OF MONTOURSVILLE (Lat: 41.257703,  Lng: -76.897147),  Route carried "under" structure: Spur State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,840 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 2045,  Facility Carried by Structure: I-180, EBL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.072,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 24647,  Location: 0.5 MI E OF MONTOURSVILLE (Lat: 41.258133,  Lng: -76.897225),  Route carried "under" structure: Spur State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,840 (year 2022),  Truck Traffic: 8%,  Features Intersected: OVER SR 2045,  Facility Carried by Structure: SR-0180, WBL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.072,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 24925,  Location: 4 MI.E OF MONTOURSVILLE (Lat: 41.252797,  Lng: -76.860950),  Route carried "under" structure: Interstate 180,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,487 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-180 EBL WBL,  Facility Carried by Structure: SR 2047
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 16.682,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 24925,  Location: 4 MI.E OF MONTOURSVILLE (Lat: 41.252797,  Lng: -76.860950),  Route carried "under" structure: Interstate 180,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,688 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-180 EBL WBL,  Facility Carried by Structure: SR 2047
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 16.716,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)