Bridge Statistics for Bridgeville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 315ft / 95.8mTotal length
- $3,819,000Total costs
- 528,024Total average daily traffic
- 75,212Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bridgeville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 31930-1939
- 21950-1959
- 131960-1969
- 11980-1989
- 31990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- 32000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 43.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 29.4%Very good
- 35.3%Good
- 11.8%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Very good
- 35.3%Good
- 35.3%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 6.3%Excellent
- 31.3%Very good
- 25.0%Good
- 12.5%Satisfactory
- 6.3%Fair
- 18.8%Poor
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Structure Number: 695, Location: NORTH END OF BRIDGEVILLE (Lat: 40.358333, Lng: -80.100000), Route carried "on" structure: State highway 50, Year Built: 1986, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 34,004 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 21,171 (year 2032), Design Load: HS 20, Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.791, Lanes on structure: 2, Base Highway Network: Yes, 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $39,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 695, Location: NORTH END OF BRIDGEVILLE (Lat: 40.358333, Lng: -80.100000), Route carried "on" structure: State highway 50, Year Built: 1986, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 34,004 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 21,171 (year 2032), Design Load: HS 20, Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.791, Lanes on structure: 2, Base Highway Network: Yes, 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $39,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 855, Location: NORTH OF TR50 (Lat: 40.358678, Lng: -80.118633), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 29,322 (year 2032), Design Load: HS 20, Features Intersected: WLE RR,CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.50m (57.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $288,000, Total Project Cost: $1,321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 855, Location: NORTH OF TR50 (Lat: 40.358678, Lng: -80.118633), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 29,322 (year 2032), Design Load: HS 20, Features Intersected: WLE RR,CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.50m (57.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $288,000, Total Project Cost: $1,321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 28,273 (year 2032), Design Load: HS 20, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.637, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $157,000, Total Project Cost: $522,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 28,273 (year 2032), Design Load: HS 20, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.637, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $157,000, Total Project Cost: $522,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 858, Location: 500'NORTH OF TR 50 (Lat: 40.358642, Lng: -80.118969), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 28,273 (year 2032), Design Load: HS 20, Features Intersected: W&LE RR,CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.637, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 858, Location: 500'NORTH OF TR 50 (Lat: 40.358642, Lng: -80.118969), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 28,273 (year 2032), Design Load: HS 20, Features Intersected: W&LE RR,CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.637, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86, Location: 1016NB OVER CHARTIERS CRK (Lat: 40.372314, Lng: -80.109344), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 2005, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 29,322 (year 2032), Design Load: HS 20, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.049, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86, Location: 1016NB OVER CHARTIERS CRK (Lat: 40.372314, Lng: -80.109344), Route carried "on" structure: Interstate 79, Year Built: 1965, Year Reconstructed: 2005, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 29,322 (year 2032), Design Load: HS 20, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.049, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1348, Location: 539' NORTH OF SR 3026 (Lat: 40.349692, Lng: -80.164481), Route carried "on" structure: State highway 978, Year Built: 1929, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,480 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,363 (year 2032), Design Load: HS 20, Features Intersected: DOLPHIN RUN, Facility Carried by Structure: BATTLE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.334, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1348, Location: 539' NORTH OF SR 3026 (Lat: 40.349692, Lng: -80.164481), Route carried "on" structure: State highway 978, Year Built: 1929, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,480 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,363 (year 2032), Design Load: HS 20, Features Intersected: DOLPHIN RUN, Facility Carried by Structure: BATTLE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.334, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $267,000, 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: 1692, Location: 1/2 MI.E.OF BOWER HILL RD (Lat: 40.354128, Lng: -80.100358), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 4,921 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,154 (year 2032), Design Load: HS 20, Features Intersected: MCLAUGHLIN RUN, Facility Carried by Structure: MCLAUGHLIN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $188,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1692, Location: 1/2 MI.E.OF BOWER HILL RD (Lat: 40.354128, Lng: -80.100358), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 4,921 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,154 (year 2032), Design Load: HS 20, Features Intersected: MCLAUGHLIN RUN, Facility Carried by Structure: MCLAUGHLIN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $188,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1739, Location: 400' NORTHWEST OF SR 0050 (Lat: 40.358436, Lng: -80.128369), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 5,109 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,042 (year 2032), Design Load: HS 20, Features Intersected: MILLER'S RUN, Facility Carried by Structure: MILLER'S RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1739, Location: 400' NORTHWEST OF SR 0050 (Lat: 40.358436, Lng: -80.128369), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 5,109 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,042 (year 2032), Design Load: HS 20, Features Intersected: MILLER'S RUN, Facility Carried by Structure: MILLER'S RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 1746, Location: INTERSECTI THOMS RUN RD (Lat: 40.372303, Lng: -80.120569), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,962 (year 2032), Design Load: HL 93, Features Intersected: THOMS RUN, Facility Carried by Structure: PRESTO SYGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.8 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: 34.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $26,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1746, Location: INTERSECTI THOMS RUN RD (Lat: 40.372303, Lng: -80.120569), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,962 (year 2032), Design Load: HL 93, Features Intersected: THOMS RUN, Facility Carried by Structure: PRESTO SYGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.8 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: 34.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $26,000, Total Project Cost: $97,000, 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: 1749, Location: @ INTER.W/THOMS RUN RD. (Lat: 40.374492, Lng: -80.114836), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,888 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 7,454 (year 2032), Design Load: HL 93, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: PRESLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 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: 49.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $74,000, Total Project Cost: $339,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1749, Location: @ INTER.W/THOMS RUN RD. (Lat: 40.374492, Lng: -80.114836), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,888 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 7,454 (year 2032), Design Load: HL 93, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: PRESLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 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: 49.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $74,000, Total Project Cost: $339,000, 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: 2249, Location: PA06 PAINTERS RUN NO. 6 (Lat: 40.362300, Lng: -80.095986), Route carried "on" structure: County highway , Year Built: 1934, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 15,049 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,108 (year 2023), Features Intersected: PAINTERS RUN, Facility Carried by Structure: BOWER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 2249, Location: PA06 PAINTERS RUN NO. 6 (Lat: 40.362300, Lng: -80.095986), Route carried "on" structure: County highway , Year Built: 1934, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 15,049 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,108 (year 2023), Features Intersected: PAINTERS RUN, Facility Carried by Structure: BOWER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 256, Location: ML06 MCLAUGHLIN RUN # 6 (Lat: 40.357625, Lng: -80.105678), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,155 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2023), Features Intersected: MC LAUGHLIN RUN, Facility Carried by Structure: BALDWIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum 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: May 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $125,000
Structure Number: 256, Location: ML06 MCLAUGHLIN RUN # 6 (Lat: 40.357625, Lng: -80.105678), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,155 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2023), Features Intersected: MC LAUGHLIN RUN, Facility Carried by Structure: BALDWIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum 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: May 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $125,000
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Structure Number: 4688, Location: 1 MI.W.OF LEHIGH CO.LINE (Lat: 40.577939, Lng: -75.749331), Route carried "on" structure: Interstate 78, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 41,403 (year 2022), Truck Traffic: 29%, Average Future Daily Traffic: 50,359 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.0 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: 48.6 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 4688, Location: 1 MI.W.OF LEHIGH CO.LINE (Lat: 40.577939, Lng: -75.749331), Route carried "on" structure: Interstate 78, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 41,403 (year 2022), Truck Traffic: 29%, Average Future Daily Traffic: 50,359 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.0 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: 48.6 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 4015, Location: 500 FT SOUTHEAST OF SR 50 (Lat: 40.354606, Lng: -80.112419), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,404 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,588 (year 2032), Design Load: HS 20, Features Intersected: PGH AND OHIO RAILWAY, Facility Carried by Structure: CHARTIERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), 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: 4015, Location: 500 FT SOUTHEAST OF SR 50 (Lat: 40.354606, Lng: -80.112419), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,404 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,588 (year 2032), Design Load: HS 20, Features Intersected: PGH AND OHIO RAILWAY, Facility Carried by Structure: CHARTIERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), 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: 40426, Location: 102001 300' E OF WASH RD (Lat: 40.367461, Lng: -80.100464), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2041), Design Load: HS 20, Features Intersected: WHEELING & LAKE ERIE RR, Facility Carried by Structure: BERAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40426, Location: 102001 300' E OF WASH RD (Lat: 40.367461, Lng: -80.100464), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2041), Design Load: HS 20, Features Intersected: WHEELING & LAKE ERIE RR, Facility Carried by Structure: BERAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 44993, Location: BRIDGEVILLE INTERCHANGE (Lat: 40.358203, Lng: -80.118347), Route carried "on" structure: Ramp State highway , Year Built: 2008, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 5,748 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,208 (year 2032), Design Load: HS 20, Features Intersected: Chartiers Creek, WERR, Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44993, Location: BRIDGEVILLE INTERCHANGE (Lat: 40.358203, Lng: -80.118347), Route carried "on" structure: Ramp State highway , Year Built: 2008, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 5,748 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,208 (year 2032), Design Load: HS 20, Features Intersected: Chartiers Creek, WERR, Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 4561, Location: 0.7 MI W OF SR0050 (Lat: 40.353889, Lng: -80.138056), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,153 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 4,411 (year 2032), Design Load: HS 20, Features Intersected: MILLER'S RUN, Facility Carried by Structure: MILLER'S RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.8m (192.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4561, Location: 0.7 MI W OF SR0050 (Lat: 40.353889, Lng: -80.138056), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,153 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 4,411 (year 2032), Design Load: HS 20, Features Intersected: MILLER'S RUN, Facility Carried by Structure: MILLER'S RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.8m (192.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 4688, Location: 1/2 MI. S.E. OF SR 50 (Lat: 40.355678, Lng: -80.106564), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,921 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,154 (year 2032), Design Load: HL 93, Features Intersected: MCLAUGHLIN RUN, Facility Carried by Structure: MCLAUGHLIN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 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: 35.0 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4688, Location: 1/2 MI. S.E. OF SR 50 (Lat: 40.355678, Lng: -80.106564), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,921 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,154 (year 2032), Design Load: HL 93, Features Intersected: MCLAUGHLIN RUN, Facility Carried by Structure: MCLAUGHLIN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 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: 35.0 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 53204, Location: 100' SW of Thoms Run Rd (Lat: 40.373606, Lng: -80.133047), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: Thoms Run, Facility Carried by Structure: Bridge St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53204, Location: 100' SW of Thoms Run Rd (Lat: 40.373606, Lng: -80.133047), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: Thoms Run, Facility Carried by Structure: Bridge St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 854, Location: I 79 NB OVER SR 50 (Lat: 40.356158, Lng: -80.118247), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,586 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.685, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 854, Location: I 79 NB OVER SR 50 (Lat: 40.356158, Lng: -80.118247), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,586 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.685, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 854, Location: I 79 NB OVER SR 50 (Lat: 40.356158, Lng: -80.118247), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 17,218 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.737, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 854, Location: I 79 NB OVER SR 50 (Lat: 40.356158, Lng: -80.118247), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 17,218 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.737, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 17,218 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.737, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 17,218 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.737, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,586 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 6.685, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 857, Location: I-79 SB OVER SR 50 (Lat: 40.366667, Lng: -80.125000), Route carried "under" structure: State highway 50, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,586 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0050, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 6.685, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 1748, Location: 4400' N.W. OF SR 0050 (Lat: 40.372311, Lng: -80.113511), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Features Intersected: SR 0079 NB SB, Facility Carried by Structure: PRESTLEY RD.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.244, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1748, Location: 4400' N.W. OF SR 0050 (Lat: 40.372311, Lng: -80.113511), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,325 (year 2021), Truck Traffic: 15%, Features Intersected: SR 0079 NB SB, Facility Carried by Structure: PRESTLEY RD.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.244, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 1748, Location: 4400' N.W. OF SR 0050 (Lat: 40.372311, Lng: -80.113511), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Features Intersected: SR 0079 NB SB, Facility Carried by Structure: PRESTLEY RD.
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 6.268, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1748, Location: 4400' N.W. OF SR 0050 (Lat: 40.372311, Lng: -80.113511), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,660 (year 2021), Truck Traffic: 15%, Features Intersected: SR 0079 NB SB, Facility Carried by Structure: PRESTLEY RD.
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 6.268, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 44,403 (year 2021), Truck Traffic: 20%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.049, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 44,403 (year 2021), Truck Traffic: 20%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.049, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,560 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.126, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Interstate 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,560 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.126, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Ramp State highway 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Truck Traffic: 1%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2747, Location: HEIDELBERG EXIT (Lat: 40.375000, Lng: -80.100000), Route carried "under" structure: Ramp State highway 79, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Truck Traffic: 1%, Features Intersected: SR 0079 NB-SB, Facility Carried by Structure: SR 8005 RAMP AB
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)