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Bridge Statistics for North Braddock, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 194ft / 59mTotal length
  • $4,890,000Total costs
  • 46,527Total average daily traffic
  • 1,801Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for North Braddock
  • No street view available for this location

New bridges in North Braddock, PA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 21920-1929
  • 21940-1949
  • 11970-1979
  • 42010-2018
Reconstructed bridges in North Braddock, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 11990-1999
  • 02000-2009
  • 12010-2018
Average Bridge Daily Traffic in North Braddock, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 33.3%Good
  • 33.3%Poor
  • 16.7%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 33.3%Very good
  • 16.7%Good
  • 16.7%Fair
  • 33.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 33.3%Very good
  • 16.7%Good
  • 33.3%Poor
  • 16.7%Serious
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Structure Number: 2651,  Location: 449001 OVERLAND ST (XI01) (Lat: 40.410600,  Lng: -79.869297),  Route carried "on" structure: City street ,  Year Built: 1913,  Status: Closed,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,650 (year 2025),  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: OVERLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Critical Feature Inspection Date: October 2015,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $402,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2652,  Location: 449002 N BRADDOCK BORO (Lat: 40.406100,  Lng: -79.862600),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,722 (year 2039),  Design Load: HS 20,  Features Intersected: SIXTH STREET,  Facility Carried by Structure: HAWKINS AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $252,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2652,  Location: 449002 N BRADDOCK BORO (Lat: 40.406100,  Lng: -79.862600),  Route carried "under" structure: City street ,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 5%,  Features Intersected: SIXTH STREET,  Facility Carried by Structure: HAWKINS AV
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 2653,  Location: DK01 DOOKER'S HOLLOW BR (Lat: 40.396297,  Lng: -79.846900),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 19.54m (64.11ft),  Average Daily Traffic: 4,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2025),  Features Intersected: O'CONNELL BLVD,  Facility Carried by Structure: CENTER AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 84.1m (275.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2016,  Critical Feature Inspection Date: May 2017,  Other Special Inspection Date: May 2017,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $690,000,  Total Project Cost: $3,162,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2653,  Location: DK01 DOOKER'S HOLLOW BR (Lat: 40.396297,  Lng: -79.846900),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 5%,  Features Intersected: O'CONNELL BLVD,  Facility Carried by Structure: CENTER AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 84.1m (275.9ft)

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Structure Number: 2654,  Location: P50007 TASSEY HOLLOW (Lat: 40.413297,  Lng: -79.870997),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 5,600 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,600 (year 2026),  Design Load: HS 20,  Features Intersected: TASSEY HOLLOW & STREAM,  Facility Carried by Structure: HAWKINS AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $1,074,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 47659,  Location: .5 MI.W. WESTINGHOUSE BR. (Lat: 40.406378,  Lng: -79.840567),  Route carried "on" structure: US 30,  Year Built: 2012,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 11,434 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,212 (year 2032),  Design Load: HL 93,  Features Intersected: ELECTRIC AVE.,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.063,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 47659,  Location: .5 MI.W. WESTINGHOUSE BR. (Lat: 40.406378,  Lng: -79.840567),  Route carried "under" structure: State highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 3,738 (year 2017),  Truck Traffic: 7%,  Features Intersected: ELECTRIC AVE.,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 48287,  Location: .5 MI.W.WESTINGHOUSE BR. (Lat: 40.406083,  Lng: -79.840142),  Route carried "on" structure: US 30,  Year Built: 2013,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 10,967 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,900 (year 2030),  Design Load: HL 93,  Features Intersected: SR 2112 ELECTRIC AVE,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.079,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 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: 37.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 48287,  Location: .5 MI.W.WESTINGHOUSE BR. (Lat: 40.406083,  Lng: -79.840142),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 3,738 (year 2017),  Truck Traffic: 7%,  Features Intersected: SR 2112 ELECTRIC AVE,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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