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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 61 meters (200ft)
Total average daily traffic: 50,575
Total average daily truck traffic: 1,894
National Bridge Inventory (NBI) Registered Bridges for Archbald
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New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 11
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 20678,  Location: ARCHBALD BOR 1.9M E 1023 (Lat: 41.496222,  Lng: -75.541736),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,491 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,900 (year 2032),  Design Load: H 20,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: SR 1012 WAYNE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.972,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  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: 20921,  Location: ARCHBALD .1 MI N SALEM ST (Lat: 41.497222,  Lng: -75.532472),  Route carried "on" structure: City street ,  Year Built: 1908,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 255 (year 2032),  Features Intersected: WHITE OAK RUN,  Facility Carried by Structure: GOERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 10,  Other Special Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20923,  Location: ARCH BORO .1M E MAIN ST. (Lat: 41.494528,  Lng: -75.542708),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 250 (year 2010),  Average Future Daily Traffic: 319 (year 2032),  Design Load: HS 25,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  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: 39498,  Location: ARCHBALD BORO AYLESWORTH (Lat: 41.520250,  Lng: -75.532647),  Route carried "on" structure: US 6,  Year Built: 1997,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 7,613 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,699 (year 2032),  Design Load: HS 25,  Features Intersected: AYLESWORTH SPILLWAY & RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.024,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.94m (32.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 10,  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: 39582,  Location: ARCHBALD BO .5M W SR 1012 (Lat: 41.488250,  Lng: -75.531567),  Route carried "on" structure: US 6,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,633 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,004 (year 2032),  Design Load: HS 25,  Features Intersected: COGEN ACCESS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.805,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Culverts: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: May 10
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Structure Number: 39583,  Location: ARCHBALD BORO OVER SR1012 (Lat: 41.495278,  Lng: -75.526997),  Route carried "on" structure: US 6,  Year Built: 1997,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 7,613 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,699 (year 2032),  Design Load: HS 25,  Features Intersected: SR 1012 SALEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  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: 39584,  Location: ARCHBALD BORO OVER SR1012 (Lat: 41.495333,  Lng: -75.527406),  Route carried "on" structure: US 6,  Year Built: 1995,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,749 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,872 (year 2032),  Design Load: HS 25,  Features Intersected: SR1012 SALEM ROAD EXIT 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.741,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  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: 39586,  Location: ARCHBALD BORO AYLESWORTH (Lat: 41.520361,  Lng: -75.533086),  Route carried "on" structure: US 6,  Year Built: 1995,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 7,749 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,872 (year 2032),  Design Load: HS 25,  Features Intersected: AYLESWORTH SPILLWAY & RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.136,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 10,  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: 4444,  Location: ARCH BORO, ADJ TO MAIN ST (Lat: 41.498417,  Lng: -75.540083),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 8,325 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,606 (year 2032),  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: GILMARTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  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: 39498,  Location: ARCHBALD BORO AYLESWORTH (Lat: 41.520250,  Lng: -75.532647),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 1%,  Features Intersected: AYLESWORTH SPILLWAY & RD,  Facility Carried by Structure: TR 6 EB CASEY HWY
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 39582,  Location: ARCHBALD BO .5M W SR 1012 (Lat: 41.488250,  Lng: -75.531567),  Route carried "under" structure: Other road ,  Year Built: 1996,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10 (year 2004),  Truck Traffic: 1%,  Features Intersected: COGEN ACCESS DRIVE,  Facility Carried by Structure: SR 0006 TR 6
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.7m (22.0ft)

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Structure Number: 39583,  Location: ARCHBALD BORO OVER SR1012 (Lat: 41.495278,  Lng: -75.526997),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 871 (year 2012),  Truck Traffic: 4%,  Features Intersected: SR 1012 SALEM ROAD,  Facility Carried by Structure: SR 0006 TR 6 EB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 3.721,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 39584,  Location: ARCHBALD BORO OVER SR1012 (Lat: 41.495333,  Lng: -75.527406),  Route carried "under" structure: State highway ,  Year Built: 1995,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 871 (year 2012),  Truck Traffic: 4%,  Features Intersected: SR1012 SALEM ROAD EXIT 4,  Facility Carried by Structure: SR 0006 TR 6 WB
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 3.721,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 39586,  Location: ARCHBALD BORO AYLESWORTH (Lat: 41.520361,  Lng: -75.533086),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 1%,  Features Intersected: AYLESWORTH SPILLWAY & RD,  Facility Carried by Structure: TR 6 WB CASEY HWY
Minimum Vertical Clearance: 8.41m (27.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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