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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 150 meters (492ft)
Total costs: $7,606,000
Total average daily traffic: 141,086
Total average daily truck traffic: 22,673
National Bridge Inventory (NBI) Registered Bridges for Bloomsburg

New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 0
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 8
  • 1970-1979: 4
  • 1980-1989: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 3
  • 1980-1989: 2
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 190011008,  Location: 0.5 MI W OF BLOOMSBURG (Lat: 40.989389,  Lng: -76.477714),  Route carried "on" structure: US 11,  Year Built: 1970,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 9,924 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,096 (year 2028),  Design Load: H 15,  Features Intersected: OVER FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.871,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $341,000,  Total Project Cost: $1,563,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1900110081,  Location: 0.5 MI W OF BLOOMSBURG (Lat: 40.989528,  Lng: -76.477839),  Route carried "on" structure: US 11,  Year Built: 1936,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 9,369 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,111 (year 2027),  Design Load: H 15,  Features Intersected: OVER FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $419,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 190042044,  Location: 0.5 MI W OF BLOOMSBURG (Lat: 40.988250,  Lng: -76.479161),  Route carried "on" structure: State highway 42,  Year Built: 1970,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 10,456 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,290 (year 2027),  Design Load: H 15,  Features Intersected: OVER SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.059,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 190080233,  Location: 2 MILES EAST OF BUCKHORN (Lat: 41.017528,  Lng: -76.476536),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 18,033 (year 2008),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,488 (year 2028),  Design Load: H 15,  Features Intersected: OVER FISHING CRK & T-360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.800,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.54m (50.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $2,361,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19008023301721,  Location: TOWN OF BLOOMSBURG (Lat: 41.019944,  Lng: -76.471197),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 18,033 (year 2008),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,698 (year 2027),  Design Load: H 15,  Features Intersected: OVER SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.800,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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: 1900802331,  Location: 2 MILES E OF BUCKHORN (Lat: 41.017833,  Lng: -76.476586),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 18,144 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,646 (year 2028),  Design Load: H 15,  Features Intersected: OVER FISHING CR AND T360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.783,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.50m (50.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $2,928,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19008023311669,  Location: TOWN OF BLOOMSBURG (Lat: 41.020194,  Lng: -76.471414),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 18,144 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 24,852 (year 2027),  Design Load: H 15,  Features Intersected: OVER SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.783,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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: 19048702300625,  Location: EAST BLOOMSBURG RIVER BR. (Lat: 40.990764,  Lng: -76.437708),  Route carried "on" structure: State highway 487,  Year Built: 1987,  Status: Open,  Structure Length: 41.03m (134.61ft),  Average Daily Traffic: 9,378 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,498 (year 2030),  Design Load: H 15,  Features Intersected: D&H RR,NB SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.190,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Underwater Inspection Date: April 2004,  Other Special Inspection Date: April 2004,  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: 19750120200056,  Location: SW BLOOMSBURG (Lat: 40.981667,  Lng: -76.473333),  Route carried "on" structure: City street ,  Year Built: 1847,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 375 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,911 (year 2029),  Design Load: H 15,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: RUPERT ** SEE AL
Minimum Vertical Clearance: 2.90m (9.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 190042044,  Location: 0.5 MI W OF BLOOMSBURG (Lat: 40.988250,  Lng: -76.479161),  Route carried "under" structure: US 11,  Year Built: 1970,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 7,884 (year 2008),  Truck Traffic: 7%,  Features Intersected: OVER SR 11,  Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 5.312,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 190042044,  Location: 0.5 MI W OF BLOOMSBURG (Lat: 40.988250,  Lng: -76.479161),  Route carried "under" structure: US 11,  Year Built: 1970,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 7,884 (year 2008),  Truck Traffic: 7%,  Features Intersected: OVER SR 11,  Facility Carried by Structure: SR 42
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.308,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 190080233,  Location: 2 MILES EAST OF BUCKHORN (Lat: 41.017528,  Lng: -76.476536),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 200 (year 1990),  Features Intersected: OVER FISHING CRK & T-360,  Facility Carried by Structure: I 80
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 19008023301721,  Location: TOWN OF BLOOMSBURG (Lat: 41.019944,  Lng: -76.471197),  Route carried "under" structure: State highway ,  Year Built: 1965,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 6,531 (year 2008),  Truck Traffic: 3%,  Features Intersected: OVER SR 4009,  Facility Carried by Structure: SR 0080 EBL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1900802331,  Location: 2 MILES E OF BUCKHORN (Lat: 41.017833,  Lng: -76.476586),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: OVER FISHING CR AND T360,  Facility Carried by Structure: I 80
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 19008023311669,  Location: TOWN OF BLOOMSBURG (Lat: 41.020194,  Lng: -76.471414),  Route carried "under" structure: State highway ,  Year Built: 1965,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 6,531 (year 2008),  Truck Traffic: 3%,  Features Intersected: OVER SR 4009,  Facility Carried by Structure: SR-80 WBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.4m (44.0ft)

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