Bridge Statistics for Brave, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 59ft / 18.3mTotal length
- $2,433,000Total costs
- 1,858Total average daily traffic
- 133Total average daily truck traffic
- 6,908Total future (year 2011) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brave
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21910-1919
- 41960-1969
- 41990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Substructure
- 50.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 23.1%Good
- 38.5%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 18352, Location: GILMORE TOWNSHIP (Lat: 39.728444, Lng: -80.331422), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 77 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2032), Design Load: H 20, Features Intersected: GARRISON FORK, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18352, Location: GILMORE TOWNSHIP (Lat: 39.728444, Lng: -80.331422), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 77 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2032), Design Load: H 20, Features Intersected: GARRISON FORK, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18356, Location: WAYNE TOWNSHIP (Lat: 39.730844, Lng: -80.281253), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2032), Design Load: HS 20, Features Intersected: TOMS RUN, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18356, Location: WAYNE TOWNSHIP (Lat: 39.730844, Lng: -80.281253), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2032), Design Load: HS 20, Features Intersected: TOMS RUN, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 18376, Location: GILMORE TOWNSHIP (Lat: 39.756481, Lng: -80.316469), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 87 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 20, Features Intersected: BLOCKHOUSE RUN, Facility Carried by Structure: SR 3008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.2 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18376, Location: GILMORE TOWNSHIP (Lat: 39.756481, Lng: -80.316469), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 87 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 20, Features Intersected: BLOCKHOUSE RUN, Facility Carried by Structure: SR 3008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.2 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 18378, Location: GILMORE TOWNSHIP (Lat: 39.757289, Lng: -80.312239), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 294 (year 2032), Design Load: H 20, Features Intersected: TOMS RUN, Facility Carried by Structure: SR 3008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18378, Location: GILMORE TOWNSHIP (Lat: 39.757289, Lng: -80.312239), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 294 (year 2032), Design Load: H 20, Features Intersected: TOMS RUN, Facility Carried by Structure: SR 3008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1838, Location: WAYNE TOWNSHIP (Lat: 39.724919, Lng: -80.260264), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,629 (year 2032), Design Load: HS 25 or greater, Features Intersected: HOOVERS RUN, Facility Carried by Structure: SR 3009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, 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: 13.1m (43.0ft), 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: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 57.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1838, Location: WAYNE TOWNSHIP (Lat: 39.724919, Lng: -80.260264), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,629 (year 2032), Design Load: HS 25 or greater, Features Intersected: HOOVERS RUN, Facility Carried by Structure: SR 3009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, 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: 13.1m (43.0ft), 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: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 57.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, 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: 18401, Location: WAYNE TOWNSHIP (Lat: 39.724911, Lng: -80.259817), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 111 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 802 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUNKARD CREEK, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18401, Location: WAYNE TOWNSHIP (Lat: 39.724911, Lng: -80.259817), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 111 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 802 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUNKARD CREEK, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 18506, Location: GILMORE TOWNSHIP (Lat: 39.724539, Lng: -80.304411), Route carried "on" structure: City street T716, Year Built: 1919, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 20 (year 1993), Average Future Daily Traffic: 150 (year 2011), Design Load: H 10, Features Intersected: PA FORK OF DUNKARD CREEK, Facility Carried by Structure: TOWNSHIP ROAD 716
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $254,000, Total Project Cost: $1,163,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18506, Location: GILMORE TOWNSHIP (Lat: 39.724539, Lng: -80.304411), Route carried "on" structure: City street T716, Year Built: 1919, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 20 (year 1993), Average Future Daily Traffic: 150 (year 2011), Design Load: H 10, Features Intersected: PA FORK OF DUNKARD CREEK, Facility Carried by Structure: TOWNSHIP ROAD 716
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $254,000, Total Project Cost: $1,163,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18548, Location: SOUTH OF SHAMROCK (Lat: 39.721914, Lng: -80.270194), Route carried "on" structure: City street 7219, Year Built: 1919, Year Reconstructed: 1936, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2011), Design Load: H 15, Features Intersected: CLAWSON RUN CREEK, Facility Carried by Structure: TOWNSHIP ROAD 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $211,000, Total Project Cost: $702,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18548, Location: SOUTH OF SHAMROCK (Lat: 39.721914, Lng: -80.270194), Route carried "on" structure: City street 7219, Year Built: 1919, Year Reconstructed: 1936, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2011), Design Load: H 15, Features Intersected: CLAWSON RUN CREEK, Facility Carried by Structure: TOWNSHIP ROAD 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $211,000, Total Project Cost: $702,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18553, Location: WAYNE TOWNSHIP (Lat: 39.757064, Lng: -80.272589), Route carried "on" structure: City street T371, Year Built: 1890, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 100 (year 2011), Design Load: HL 93, Features Intersected: HOOVERS RUN, Facility Carried by Structure: TOWNSHIP ROAD 371
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $212,000, Total Project Cost: $568,000, Deck Structure Type: Wood or Timber
Structure Number: 18553, Location: WAYNE TOWNSHIP (Lat: 39.757064, Lng: -80.272589), Route carried "on" structure: City street T371, Year Built: 1890, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 100 (year 2011), Design Load: HL 93, Features Intersected: HOOVERS RUN, Facility Carried by Structure: TOWNSHIP ROAD 371
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $212,000, Total Project Cost: $568,000, Deck Structure Type: Wood or Timber
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Structure Number: 40335, Location: GILMORE TOWNSHIP (Lat: 39.758867, Lng: -80.319828), Route carried "on" structure: City street T379, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 70 (year 2013), Design Load: HS 25 or greater, Features Intersected: BLOCKHOUSE RUN, Facility Carried by Structure: TWP RD 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40335, Location: GILMORE TOWNSHIP (Lat: 39.758867, Lng: -80.319828), Route carried "on" structure: City street T379, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 70 (year 2013), Design Load: HS 25 or greater, Features Intersected: BLOCKHOUSE RUN, Facility Carried by Structure: TWP RD 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40398, Location: VILLAGE OF KUHNTOWN (Lat: 39.771547, Lng: -80.271669), Route carried "on" structure: City street 7219, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2013), Design Load: HL 93, Features Intersected: TUSTIN RUN, Facility Carried by Structure: TOWNSHIP ROAD 724
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 40398, Location: VILLAGE OF KUHNTOWN (Lat: 39.771547, Lng: -80.271669), Route carried "on" structure: City street 7219, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2013), Design Load: HL 93, Features Intersected: TUSTIN RUN, Facility Carried by Structure: TOWNSHIP ROAD 724
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 41344, Location: WAYNE TOWNSHIP (Lat: 39.755097, Lng: -80.270203), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,055 (year 2032), Design Load: HL 93, Features Intersected: BULLDOG RUN, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41344, Location: WAYNE TOWNSHIP (Lat: 39.755097, Lng: -80.270203), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,055 (year 2032), Design Load: HL 93, Features Intersected: BULLDOG RUN, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53381, Location: Wayne Township (Lat: 39.771564, Lng: -80.271667), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,055 (year 2039), Design Load: HL 93, Features Intersected: Bells Run, Facility Carried by Structure: Oak Forest Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.8 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: 47.0 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: 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 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 53381, Location: Wayne Township (Lat: 39.771564, Lng: -80.271667), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 247 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,055 (year 2039), Design Load: HL 93, Features Intersected: Bells Run, Facility Carried by Structure: Oak Forest Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.8 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: 47.0 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: 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 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric