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Bridge Statistics for Danville, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Danville, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 58 meters (190ft) Total average daily traffic: 64,294 Total average daily truck traffic: 3,651 National Bridge Inventory (NBI) Registered Bridges for Danville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 47001100600891, Location: BOROUGH OF DANVILLE (Lat: 40.964583, Lng: -76.618500), Route carried "on" structure: US 11, Year Built: 1955, Year Reconstructed: 1988, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10,417 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 16,105 (year 2031), Design Load: H 15, Features Intersected: OVER MAHONING CR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.014, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 47005402720637, Location: BOROUGH OF DANVILLE (Lat: 40.963317, Lng: -76.618417), Route carried "on" structure: State highway 54, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,317 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 12,858 (year 2031), Design Load: H 15, Features Intersected: SECHLER RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.386, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: October 2009 Find on map >>
Structure Number: 4700540282033, Location: DANVILLE CUT AND COVER (Lat: 40.961344, Lng: -76.619667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15 (year 2009), Average Future Daily Traffic: 25 (year 2031), Design Load: H 15, Features Intersected: SR54 UNDER MARKET ST., Facility Carried by Structure: SR 54, UNDERPASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Culverts: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009 Find on map >>
Structure Number: 47005402820765, Location: DANVILLE RIVER BRIDGE (Lat: 40.959917, Lng: -76.620611), Route carried "on" structure: State highway 54, Year Built: 2000, Status: Open, Structure Length: 44.17m (144.91ft), Average Daily Traffic: 16,634 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,717 (year 2031), Design Load: H 15, Features Intersected: NORTH BRANCH SUSQ.RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 68.6m (225.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2009, Underwater Inspection Date: June 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 47200300400599, Location: 1MI E OF DANVILLE (Lat: 40.961361, Lng: -76.586131), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 778 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,203 (year 2031), Design Load: H 15, Features Intersected: OVER SECHLER RUN, Facility Carried by Structure: SR 2003 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4720540010067, Location: BOROUGH OF DANVILLE (Lat: 40.962528, Lng: -76.617392), Route carried "on" structure: State highway , Year Built: 1948, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,274 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 6,608 (year 2031), Design Load: H 15, Features Intersected: SECHLER RUN, Facility Carried by Structure: MAIN ST.DANVILLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: October 2009 Find on map >>
Structure Number: 47740106250002, Location: BORO OF DANVILLE (Lat: 40.963333, Lng: -76.616667), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 6,184 (year 2031), Design Load: H 15, Features Intersected: OVER SECHLERS RUN, Facility Carried by Structure: FERRY ST.DANVILLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47740110020003, Location: BORO OF DANVILLE (Lat: 40.961667, Lng: -76.618333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 155 (year 2031), Design Load: H 15, Features Intersected: OVER SECHLERS RUN, Facility Carried by Structure: JACOBS ALLEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 23.4m (76.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 47740114140004, Location: BORO OF DANVILLE (Lat: 40.968806, Lng: -76.617389), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 425 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 657 (year 2031), Design Load: H 15, Features Intersected: 0VER MAHONING CREEK, Facility Carried by Structure: BORO ST.-NORTH MON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Inventory Rating: 38.1 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 47740116050005, Location: BORO OF DANVILLE (Lat: 40.961667, Lng: -76.615000), Route carried "on" structure: City street 7401, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 309 (year 2031), Design Load: H 15, Features Intersected: OVER SECHLERS RUN, Facility Carried by Structure: PINE ST.DANVILLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47740118200007, Location: BORO OF DANVILLE (Lat: 40.959278, Lng: -76.610278), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,092 (year 2031), Design Load: H 15, Features Intersected: OVER SECHLERS RUN, Facility Carried by Structure: RAILROAD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 67.1 metric tons, Inventory Rating: 39.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47740118250006, Location: BORO OF DANVILLE (Lat: 40.961667, Lng: -76.618333), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 773 (year 2031), Design Load: H 15, Features Intersected: SECHLER RUN, Facility Carried by Structure: ROONEY AV;DANVILLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 85.3 metric tons, Inventory Rating: 50.8 metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4700540282033, Location: DANVILLE CUT AND COVER (Lat: 40.961344, Lng: -76.619667), Route carried "under" structure: State highway 54, Year Built: 2000, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,634 (year 2007), Truck Traffic: 5%, Features Intersected: SR54 UNDER MARKET ST. Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 19.755, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 10.4m (34.1ft)
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