Bridge Statistics for Lock Haven, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 666ft / 203mTotal length
- $6,149,000Total costs
- 108,393Total average daily traffic
- 11,071Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lock Haven
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 171970-1979
- 81980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.6%Very good
- 61.1%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 12.5%Good
- 50.0%Satisfactory
- 12.5%Fair
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Structure Number: 12138, Location: CITY OF LOCK HAVEN (Lat: 41.134681, Lng: -77.442814), Route carried "on" structure: Bypass State highway 120, Year Built: 1980, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: BALD EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.563, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12138, Location: CITY OF LOCK HAVEN (Lat: 41.134681, Lng: -77.442814), Route carried "on" structure: Bypass State highway 120, Year Built: 1980, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: BALD EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.563, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1214, Location: CITY OF LOCK HAVEN (Lat: 41.133617, Lng: -77.443008), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK AND SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.563, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1214, Location: CITY OF LOCK HAVEN (Lat: 41.133617, Lng: -77.443008), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK AND SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.563, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 12141, Location: CITY OF LOCK HAVEN (Lat: 41.132511, Lng: -77.443061), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 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: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 29.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $250,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12141, Location: CITY OF LOCK HAVEN (Lat: 41.132511, Lng: -77.443061), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 5,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,910 (year 2041), Design Load: HS 20, Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 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: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 29.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $250,000, Total Project Cost: $527,000, 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: 12144, Location: CITY OF LOCK HAVEN (Lat: 41.129956, Lng: -77.441469), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,842 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,167 (year 2041), Design Load: HS 20, Features Intersected: NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12144, Location: CITY OF LOCK HAVEN (Lat: 41.129956, Lng: -77.441469), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,842 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,167 (year 2041), Design Load: HS 20, Features Intersected: NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2040), Design Load: HS 20, Features Intersected: SR 120 AND SR 2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.608, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2040), Design Load: HS 20, Features Intersected: SR 120 AND SR 2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.608, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, 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: October 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: 12207, Location: CASTANEA (Lat: 41.128475, Lng: -77.435153), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.608, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 17.8m (58.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $250,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12207, Location: CASTANEA (Lat: 41.128475, Lng: -77.435153), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.608, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 17.8m (58.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $250,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2040), Design Load: HS 20, Features Intersected: SR 120 AND SR 2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.714, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2040), Design Load: HS 20, Features Intersected: SR 120 AND SR 2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.714, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, 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: October 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: 12209, Location: CASTANEA (Lat: 41.128631, Lng: -77.435139), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.714, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 17.8m (58.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $250,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12209, Location: CASTANEA (Lat: 41.128631, Lng: -77.435139), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.714, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 17.8m (58.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $250,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12214, Location: 1 MILE EAST CASTANEA (Lat: 41.131450, Lng: -77.413750), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: T-375
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12214, Location: 1 MILE EAST CASTANEA (Lat: 41.131450, Lng: -77.413750), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: T-375
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12216, Location: 1 MILE EAST CASTANEA (Lat: 41.131619, Lng: -77.412514), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: T-375
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.834, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12216, Location: 1 MILE EAST CASTANEA (Lat: 41.131619, Lng: -77.412514), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: T-375
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.834, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12217, Location: 2 MI E CASTANEA (Lat: 41.131742, Lng: -77.406619), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 38.86m (127.49ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: SR 2012 & BALD EAGLE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 48.2m (158.1ft), 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: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.90m (127.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: September 2019, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12217, Location: 2 MI E CASTANEA (Lat: 41.131742, Lng: -77.406619), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 38.86m (127.49ft), Average Daily Traffic: 8,581 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 10,604 (year 2041), Design Load: HS 20, Features Intersected: SR 2012 & BALD EAGLE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 48.2m (158.1ft), 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: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.90m (127.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: September 2019, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,733,000, 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: 12218, Location: 2 MI E CASTANEA (Lat: 41.131806, Lng: -77.408689), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 38.74m (127.10ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: SR 2012 & BALD EAGLE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.90m (127.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: September 2019, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12218, Location: 2 MI E CASTANEA (Lat: 41.131806, Lng: -77.408689), Route carried "on" structure: US 220, Year Built: 1976, Status: Open, Structure Length: 38.74m (127.10ft), Average Daily Traffic: 8,766 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 11,440 (year 2041), Design Load: HS 20, Features Intersected: SR 2012 & BALD EAGLE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.90m (127.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: September 2019, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,733,000, 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: 12257, Location: CITY OF LOCK HAVEN (Lat: 41.139269, Lng: -77.441778), Route carried "on" structure: State highway 664, Year Built: 1986, Status: Open, Structure Length: 25.05m (82.19ft), Average Daily Traffic: 2,997 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,274 (year 2041), Design Load: HS 25 or greater, Features Intersected: W BR SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 62.2m (204.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.10m (82.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12257, Location: CITY OF LOCK HAVEN (Lat: 41.139269, Lng: -77.441778), Route carried "on" structure: State highway 664, Year Built: 1986, Status: Open, Structure Length: 25.05m (82.19ft), Average Daily Traffic: 2,997 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,274 (year 2041), Design Load: HS 25 or greater, Features Intersected: W BR SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 62.2m (204.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.10m (82.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, 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: 12275, Location: 1 MILE EAST LOCK HAVEN (Lat: 41.138628, Lng: -77.415358), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 1,110 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,026 (year 2041), Design Load: HS 20, Features Intersected: W BR SUSQUEHANNA RIVER, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.911, 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 - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $250,000, Total Project Cost: $570,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12275, Location: 1 MILE EAST LOCK HAVEN (Lat: 41.138628, Lng: -77.415358), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 1,110 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,026 (year 2041), Design Load: HS 20, Features Intersected: W BR SUSQUEHANNA RIVER, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.911, 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 - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $250,000, Total Project Cost: $570,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 40416, Location: CITY OF LOCK HAVEN (Lat: 41.129958, Lng: -77.441258), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,743 (year 2041), Design Load: HS 20, Features Intersected: N & S/NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40416, Location: CITY OF LOCK HAVEN (Lat: 41.129958, Lng: -77.441258), Route carried "on" structure: Spur State highway 120, Year Built: 1980, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,743 (year 2041), Design Load: HS 20, Features Intersected: N & S/NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.909, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 40565, Location: CONSTITUTION BRIDGE (Lat: 41.139019, Lng: -77.425906), Route carried "on" structure: State highway 150, Year Built: 1999, Status: Open, Structure Length: 35.42m (116.21ft), Average Daily Traffic: 3,895 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,760 (year 2041), Design Load: H 20, Features Intersected: WATER ST,W B SUSQUEHANNA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.744, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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, 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: 35.30m (115.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40565, Location: CONSTITUTION BRIDGE (Lat: 41.139019, Lng: -77.425906), Route carried "on" structure: State highway 150, Year Built: 1999, Status: Open, Structure Length: 35.42m (116.21ft), Average Daily Traffic: 3,895 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,760 (year 2041), Design Load: H 20, Features Intersected: WATER ST,W B SUSQUEHANNA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.744, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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, 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: 35.30m (115.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 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: 45478, Location: 1 MI EAST OF FARRANDSVILL (Lat: 41.163889, Lng: -77.465556), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 257 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 408 (year 2041), Design Load: HL 93, Features Intersected: QUEENS RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45478, Location: 1 MI EAST OF FARRANDSVILL (Lat: 41.163889, Lng: -77.465556), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 257 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 408 (year 2041), Design Load: HL 93, Features Intersected: QUEENS RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 48891, Location: 0.4 MI N SR1001 (Lat: 41.182169, Lng: -77.477717), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 39 (year 2043), Features Intersected: WEST BRANCH QUEENS RUN, Facility Carried by Structure: T404 QUEENS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 48891, Location: 0.4 MI N SR1001 (Lat: 41.182169, Lng: -77.477717), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 39 (year 2043), Features Intersected: WEST BRANCH QUEENS RUN, Facility Carried by Structure: T404 QUEENS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 55921, Location: FARRANDSVILLE (Lat: 41.172528, Lng: -77.514944), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: LICK RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55921, Location: FARRANDSVILLE (Lat: 41.172528, Lng: -77.514944), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: LICK RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 12138, Location: CITY OF LOCK HAVEN (Lat: 41.134681, Lng: -77.442814), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: BALD EAGLE STREET, Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 12138, Location: CITY OF LOCK HAVEN (Lat: 41.134681, Lng: -77.442814), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: BALD EAGLE STREET, Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 12141, Location: CITY OF LOCK HAVEN (Lat: 41.132511, Lng: -77.443061), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: WALNUT STREET, Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 12141, Location: CITY OF LOCK HAVEN (Lat: 41.132511, Lng: -77.443061), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: WALNUT STREET, Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "under" structure: Bypass State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 515 (year 2022), Truck Traffic: 1%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "under" structure: Bypass State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 515 (year 2022), Truck Traffic: 1%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, 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: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "under" structure: Bypass State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 513 (year 2022), Truck Traffic: 1%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 12204, Location: CASTANEA (Lat: 41.127269, Lng: -77.438414), Route carried "under" structure: Bypass State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 513 (year 2022), Truck Traffic: 1%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, 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: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "under" structure: Bypass State highway 120, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 7%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 79.405, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "under" structure: Bypass State highway 120, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 7%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 79.405, 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: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "under" structure: Bypass State highway 120, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,842 (year 2020), Truck Traffic: 7%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 79.415, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 12208, Location: CASTANEA (Lat: 41.127358, Lng: -77.438578), Route carried "under" structure: Bypass State highway 120, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,842 (year 2020), Truck Traffic: 7%, Features Intersected: SR 120 AND SR 2012, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 79.415, 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: 12214, Location: 1 MILE EAST CASTANEA (Lat: 41.131450, Lng: -77.413750), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: T-375, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 12214, Location: 1 MILE EAST CASTANEA (Lat: 41.131450, Lng: -77.413750), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: T-375, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 12216, Location: 1 MILE EAST CASTANEA (Lat: 41.131619, Lng: -77.412514), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: T-375, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 12216, Location: 1 MILE EAST CASTANEA (Lat: 41.131619, Lng: -77.412514), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Features Intersected: T-375, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 12217, Location: 2 MI E CASTANEA (Lat: 41.131742, Lng: -77.406619), Route carried "under" structure: State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 316 (year 2021), Truck Traffic: 1%, Features Intersected: SR 2012 & BALD EAGLE CR, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 12217, Location: 2 MI E CASTANEA (Lat: 41.131742, Lng: -77.406619), Route carried "under" structure: State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 316 (year 2021), Truck Traffic: 1%, Features Intersected: SR 2012 & BALD EAGLE CR, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 12218, Location: 2 MI E CASTANEA (Lat: 41.131806, Lng: -77.408689), Route carried "under" structure: State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 316 (year 2021), Truck Traffic: 1%, Features Intersected: SR 2012 & BALD EAGLE CRK, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 12218, Location: 2 MI E CASTANEA (Lat: 41.131806, Lng: -77.408689), Route carried "under" structure: State highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 316 (year 2021), Truck Traffic: 1%, Features Intersected: SR 2012 & BALD EAGLE CRK, Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 40565, Location: CONSTITUTION BRIDGE (Lat: 41.139019, Lng: -77.425906), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Truck Traffic: 1%, Features Intersected: WATER ST,W B SUSQUEHANNA, Facility Carried by Structure: SR 150-PA 150
Minimum Vertical Clearance: 5.83m (19.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 40565, Location: CONSTITUTION BRIDGE (Lat: 41.139019, Lng: -77.425906), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 50 (year 2003), Truck Traffic: 1%, Features Intersected: WATER ST,W B SUSQUEHANNA, Facility Carried by Structure: SR 150-PA 150
Minimum Vertical Clearance: 5.83m (19.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)