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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 58 meters (190ft)
Total average daily traffic: 63,712
Total average daily truck traffic: 3,622
National Bridge Inventory (NBI) Registered Bridges for Danville
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New bridges - Historical Statistics

  • 1940-1949: 2
  • 1950-1959: 1
  • 1960-1969: 2
  • 1970-1979: 4
  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 3

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 28305,  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: 10,381 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,001 (year 2032),  Design Load: HS 25,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 46.3 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,  Inspection Date: October 11,  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: 28335,  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: 4,224 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,290 (year 2032),  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 11
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Structure Number: 284,  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: 769 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 963 (year 2032),  Design Load: HS 20,  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: 8.5m (27.9ft),  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: Poor,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 28422,  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: 8,220 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,589 (year 2032),  Design Load: HS 20,  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 11
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Structure Number: 28462,  Location: BORO OF DANVILLE (Lat: 40.962417,  Lng: -76.615956),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,010 (year 2032),  Design Load: HS 20,  Features Intersected: SECHLERS RUN,  Facility Carried by Structure: FERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 1.8m (5.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  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: 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 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28463,  Location: BORO OF DANVILLE (Lat: 40.962292,  Lng: -76.616750),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2032),  Features Intersected: SECHLER 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 11,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28464,  Location: BORO OF DANVILLE (Lat: 40.968806,  Lng: -76.617389),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 425 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 532 (year 2032),  Design Load: HS 20,  Features Intersected: MAHONING CREEK,  Facility Carried by Structure: MONTOUR STREET
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: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Inventory Rating: 38.1 metric tons,  Structural Evaluation: Equal to 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: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28465,  Location: BORO OF DANVILLE (Lat: 40.962006,  Lng: -76.614750),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2032),  Features Intersected: SECHLER 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 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28466,  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 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,505 (year 2032),  Design Load: HS 20,  Features Intersected: SECHLER 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: 8.2m (26.9ft),  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 11,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28467,  Location: BORO OF DANVILLE (Lat: 40.962667,  Lng: -76.618028),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 626 (year 2032),  Features Intersected: SECHLER RUN,  Facility Carried by Structure: ROONEY AVENUE
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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40817,  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: 16,439 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,588 (year 2032),  Design Load: HS 25,  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: June 10,  Underwater Inspection Date: August 2009,  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: 40987,  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 2011),  Average Future Daily Traffic: 38 (year 2032),  Design Load: HS 25,  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: 8.5m (27.9ft),  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11
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Structure Number: 40987,  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: 16,439 (year 2012),  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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