Bridge Statistics for Brownsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 22.1mTotal length
- $1,481,000Total costs
- 30,951Total average daily traffic
- 1,136Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brownsville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11920-1929
- 61960-1969
- 21970-1979
- 12000-2009
- Bridge Condition - Deck
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- 28.6%Poor
- Bridge Condition - Superstructure
- 14.3%Good
- 14.3%Satisfactory
- 14.3%Fair
- 57.1%Poor
- Bridge Condition - Substructure
- 42.9%Satisfactory
- 42.9%Fair
- 14.3%Serious
- Bridge Condition - Channel
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Poor
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Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "on" structure: ServiceState highway , Year Built: 1969, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "on" structure: ServiceState highway , Year Built: 1969, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 16549, Location: BROWNSVILLE TOWNSHIP (Lat: 40.016503, Lng: -79.873967), Route carried "on" structure: US 40, Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,442 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 11,940 (year 2032), Design Load: HS 20, Features Intersected: TOWNSHIP ROAD 655
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.125, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16549, Location: BROWNSVILLE TOWNSHIP (Lat: 40.016503, Lng: -79.873967), Route carried "on" structure: US 40, Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,442 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 11,940 (year 2032), Design Load: HS 20, Features Intersected: TOWNSHIP ROAD 655
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.125, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16958, Location: BROWNSVILLE BOROUGH (Lat: 40.021528, Lng: -79.887975), Route carried "on" structure: State highway , Year Built: 1839, Year Reconstructed: 1981, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 5,881 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,731 (year 2032), Design Load: H 20, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16958, Location: BROWNSVILLE BOROUGH (Lat: 40.021528, Lng: -79.887975), Route carried "on" structure: State highway , Year Built: 1839, Year Reconstructed: 1981, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 5,881 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,731 (year 2032), Design Load: H 20, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16959, Location: BROWNSVILLE BOROUGH (Lat: 40.022797, Lng: -79.885197), Route carried "on" structure: State highway , Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,881 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,731 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED CSXT R/R, Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Culverts: Poor, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
Structure Number: 16959, Location: BROWNSVILLE BOROUGH (Lat: 40.022797, Lng: -79.885197), Route carried "on" structure: State highway , Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,881 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,731 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED CSXT R/R, Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.137, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Culverts: Poor, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
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Structure Number: 17066, Location: 1700' SE OF JACKSON ST (Lat: 40.013131, Lng: -79.885097), Route carried "on" structure: Alternate City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: H 10, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: CENTURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000, Deck Structure Type: Wood or Timber
Structure Number: 17066, Location: 1700' SE OF JACKSON ST (Lat: 40.013131, Lng: -79.885097), Route carried "on" structure: Alternate City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: H 10, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: CENTURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000, Deck Structure Type: Wood or Timber
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Structure Number: 1712, Location: 100' W of T-655 (Lat: 40.025386, Lng: -79.858681), Route carried "on" structure: City street T927, Year Built: 1962, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 420 (year 2012), Design Load: HS 20, Features Intersected: Redstone Creek, Facility Carried by Structure: Taylor Flats 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2019, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $85,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1712, Location: 100' W of T-655 (Lat: 40.025386, Lng: -79.858681), Route carried "on" structure: City street T927, Year Built: 1962, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 420 (year 2012), Design Load: HS 20, Features Intersected: Redstone Creek, Facility Carried by Structure: Taylor Flats 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2019, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $85,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17164, Location: BROWNSVILLE AVENUE BR (Lat: 40.020594, Lng: -79.885892), Route carried "on" structure: City street BR0V, Year Built: 1976, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2020), Design Load: HS 20+Mod, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: BROWNSVILLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17164, Location: BROWNSVILLE AVENUE BR (Lat: 40.020594, Lng: -79.885892), Route carried "on" structure: City street BR0V, Year Built: 1976, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2020), Design Load: HS 20+Mod, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: BROWNSVILLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17165, Location: BESIDE PUBLIC LIBRARY (Lat: 40.021308, Lng: -79.887358), Route carried "on" structure: City street CH0T, Year Built: 1974, Status: Temporarily open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20+Mod, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17165, Location: BESIDE PUBLIC LIBRARY (Lat: 40.021308, Lng: -79.887358), Route carried "on" structure: City street CH0T, Year Built: 1974, Status: Temporarily open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20+Mod, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4587, Location: Between Rt 40 & Linn (Lat: 40.022672, Lng: -79.861358), Route carried "on" structure: City street T655, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 225 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 270 (year 2036), Design Load: HL 93, Features Intersected: Branch of Redstone Creek, Facility Carried by Structure: Lynn Road
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2020
Structure Number: 4587, Location: Between Rt 40 & Linn (Lat: 40.022672, Lng: -79.861358), Route carried "on" structure: City street T655, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 225 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 270 (year 2036), Design Load: HL 93, Features Intersected: Branch of Redstone Creek, Facility Carried by Structure: Lynn Road
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2020
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Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "under" structure: US 40, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,452 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.645, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "under" structure: US 40, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,452 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.645, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "under" structure: US 40, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,990 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 16548, Location: BROWNSVILLE BOROUGH (Lat: 40.020586, Lng: -79.875903), Route carried "under" structure: US 40, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 3,990 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0040, Facility Carried by Structure: PLAYFORD AVE
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 16549, Location: BROWNSVILLE TOWNSHIP (Lat: 40.016503, Lng: -79.873967), Route carried "under" structure: City street T655, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 1991), Features Intersected: TOWNSHIP ROAD 655, Facility Carried by Structure: SR 0040
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: 16549, Location: BROWNSVILLE TOWNSHIP (Lat: 40.016503, Lng: -79.873967), Route carried "under" structure: City street T655, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 1991), Features Intersected: TOWNSHIP ROAD 655, Facility Carried by Structure: SR 0040
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 10.7m (35.1ft)