Bridge Statistics for Lewisburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 243ft / 73.5mTotal length
- $1,765,000Total costs
- 104,562Total average daily traffic
- 7,059Total average daily truck traffic
- 153,908Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lewisburg
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 21940-1949
- 21960-1969
- 41970-1979
- 51980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 36.4%Very good
- 45.5%Good
- 9.1%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 11.8%Very good
- 35.3%Good
- 41.2%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 57.1%Good
- 42.9%Satisfactory
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Structure Number: 28972, Location: LEWISBURG RIVER BRIDGE (Lat: 40.966981, Lng: -76.878708), Route carried "on" structure: State highway 45, Year Built: 1988, Status: Open, Structure Length: 37.52m (123.10ft), Average Daily Traffic: 13,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 19,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: W.B. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 37.50m (123.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28972, Location: LEWISBURG RIVER BRIDGE (Lat: 40.966981, Lng: -76.878708), Route carried "on" structure: State highway 45, Year Built: 1988, Status: Open, Structure Length: 37.52m (123.10ft), Average Daily Traffic: 13,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 19,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: W.B. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 37.50m (123.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: August 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: 33381, Location: BORO OF LEWISBURG (Lat: 40.971939, Lng: -76.891614), Route carried "on" structure: US 15, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 29,861 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 31,799 (year 2032), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 69.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33381, Location: BORO OF LEWISBURG (Lat: 40.971939, Lng: -76.891614), Route carried "on" structure: US 15, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 29,861 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 31,799 (year 2032), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 69.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $287,000, 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: 33416, Location: BORO OF LEWISBURG (Lat: 40.962628, Lng: -76.887903), Route carried "on" structure: State highway 45, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 18,951 (year 2032), Design Load: H 20, Features Intersected: BULL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.409, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 33416, Location: BORO OF LEWISBURG (Lat: 40.962628, Lng: -76.887903), Route carried "on" structure: State highway 45, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 18,951 (year 2032), Design Load: H 20, Features Intersected: BULL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.409, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 33477, Location: 2 MI S OF KELLY CROSSROAD (Lat: 40.995197, Lng: -76.919264), Route carried "on" structure: State highway , Year Built: 1949, Year Reconstructed: 2002, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,161 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,025 (year 2032), Features Intersected: OVER LITTLE BUFFALO CRK., Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $31,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33477, Location: 2 MI S OF KELLY CROSSROAD (Lat: 40.995197, Lng: -76.919264), Route carried "on" structure: State highway , Year Built: 1949, Year Reconstructed: 2002, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,161 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,025 (year 2032), Features Intersected: OVER LITTLE BUFFALO CRK., Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $31,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33481, Location: 1.5 MI S KELLY CROSSROAD (Lat: 40.998850, Lng: -76.937231), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 556 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO LITTLE BUFFALO C, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 33481, Location: 1.5 MI S KELLY CROSSROAD (Lat: 40.998850, Lng: -76.937231), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 556 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO LITTLE BUFFALO C, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 33482, Location: 1 MI WEST OF KELLY POINT (Lat: 41.006197, Lng: -76.933550), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 556 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33482, Location: 1 MI WEST OF KELLY POINT (Lat: 41.006197, Lng: -76.933550), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 556 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 33493, Location: BORO OF LEWISBURG (Lat: 40.969778, Lng: -76.883511), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 4,176 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 50.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33493, Location: BORO OF LEWISBURG (Lat: 40.969778, Lng: -76.883511), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 4,176 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 50.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, 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: 33494, Location: ONE MI NORTH OF LEWISBURG (Lat: 40.979578, Lng: -76.884400), Route carried "on" structure: State highway , Year Built: 1947, Year Reconstructed: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,176 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: LEWISBURG BUFFALO CRK RR, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, 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: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33494, Location: ONE MI NORTH OF LEWISBURG (Lat: 40.979578, Lng: -76.884400), Route carried "on" structure: State highway , Year Built: 1947, Year Reconstructed: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,176 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: LEWISBURG BUFFALO CRK RR, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, 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: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $108,000, 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: 33532, Location: .5 MI.W.OF LEWISBURG (Lat: 40.963033, Lng: -76.905922), Route carried "on" structure: State highway , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,344 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,457 (year 2032), Design Load: HS 20, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 33532, Location: .5 MI.W.OF LEWISBURG (Lat: 40.963033, Lng: -76.905922), Route carried "on" structure: State highway , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,344 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,457 (year 2032), Design Load: HS 20, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 33534, Location: 0.2 MI NW OF LEWISBURG (Lat: 40.971942, Lng: -76.902642), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2010, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,038 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,824 (year 2032), Design Load: HL 93, Features Intersected: OVER BUFFALO CREEK, Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $181,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33534, Location: 0.2 MI NW OF LEWISBURG (Lat: 40.971942, Lng: -76.902642), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2010, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,038 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,824 (year 2032), Design Load: HL 93, Features Intersected: OVER BUFFALO CREEK, Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $181,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3358, Location: ST.MARY ST, IN LINNTOWN (Lat: 40.963214, Lng: -76.897381), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 780 (year 2043), Design Load: HS 20, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: T-396
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3358, Location: ST.MARY ST, IN LINNTOWN (Lat: 40.963214, Lng: -76.897381), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 780 (year 2043), Design Load: HS 20, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: T-396
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33595, Location: 0.9 MI NE OF KELLY POINT (Lat: 41.003297, Lng: -76.925767), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 155 (year 2043), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: T-392 (CTY BR 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), 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: 33595, Location: 0.9 MI NE OF KELLY POINT (Lat: 41.003297, Lng: -76.925767), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 155 (year 2043), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: T-392 (CTY BR 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), 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: 33615, Location: BROWN & S. 3RD ST, LWBG (Lat: 40.960564, Lng: -76.880736), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,994 (year 2021), Average Future Daily Traffic: 3,005 (year 2043), Design Load: HS 20+Mod, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: BROWN & S 3RD STS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), 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: 33615, Location: BROWN & S. 3RD ST, LWBG (Lat: 40.960564, Lng: -76.880736), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,994 (year 2021), Average Future Daily Traffic: 3,005 (year 2043), Design Load: HS 20+Mod, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: BROWN & S 3RD STS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), 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: 33618, Location: ST.GEORGE ST. LEWISBURG (Lat: 40.960544, Lng: -76.883539), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,944 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,005 (year 2043), Design Load: H 10, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: SAINT GEORGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $149,000
Structure Number: 33618, Location: ST.GEORGE ST. LEWISBURG (Lat: 40.960544, Lng: -76.883539), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,944 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,005 (year 2043), Design Load: H 10, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: SAINT GEORGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $149,000
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Structure Number: 33619, Location: ST. LOUIS ST. LEWISBURG B (Lat: 40.961431, Lng: -76.886653), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 550 (year 2021), Average Future Daily Traffic: 851 (year 2043), Design Load: HL 93, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: ST. LOUIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township 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: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), 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
Structure Number: 33619, Location: ST. LOUIS ST. LEWISBURG B (Lat: 40.961431, Lng: -76.886653), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 550 (year 2021), Average Future Daily Traffic: 851 (year 2043), Design Load: HL 93, Features Intersected: LIMESTONE RUN, Facility Carried by Structure: ST. LOUIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township 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: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), 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
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Structure Number: 3362, Location: UNIVERSITY AVE. LEWISBURG (Lat: 40.960569, Lng: -76.881764), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,944 (year 2021), Average Future Daily Traffic: 3,005 (year 2043), Features Intersected: LIMESTONE RUN, Facility Carried by Structure: UNIVERSITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
Structure Number: 3362, Location: UNIVERSITY AVE. LEWISBURG (Lat: 40.960569, Lng: -76.881764), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,944 (year 2021), Average Future Daily Traffic: 3,005 (year 2043), Features Intersected: LIMESTONE RUN, Facility Carried by Structure: UNIVERSITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
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Structure Number: 41844, Location: BORO OF LEWISBURG (Lat: 40.963050, Lng: -76.892306), Route carried "on" structure: US 15, Year Built: 2002, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32,683 (year 2032), Features Intersected: TRIB SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.345, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 41844, Location: BORO OF LEWISBURG (Lat: 40.963050, Lng: -76.892306), Route carried "on" structure: US 15, Year Built: 2002, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32,683 (year 2032), Features Intersected: TRIB SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.345, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 52815, Location: 0.5 MI. SE OF KELLY POINT (Lat: 40.985800, Lng: -76.932100), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 387 (year 2043), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-450 (Cty Br. 8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 49.9 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: 38.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, 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: 52815, Location: 0.5 MI. SE OF KELLY POINT (Lat: 40.985800, Lng: -76.932100), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 387 (year 2043), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-450 (Cty Br. 8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 49.9 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: 38.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, 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