Bridge Statistics for Meadville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 394ft / 120mTotal length
- $14,166,000Total costs
- 119,230Total average daily traffic
- 5,511Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Meadville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 61900-1909
- 71910-1919
- 11930-1939
- 11940-1949
- 71950-1959
- 51970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 51970-1979
- 51980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 4.3%Excellent
- 4.3%Very good
- 26.1%Good
- 21.7%Satisfactory
- 30.4%Fair
- 8.7%Poor
- 4.3%Serious
- Bridge Condition - Superstructure
- 8.3%Very good
- 20.8%Good
- 16.7%Satisfactory
- 41.7%Fair
- 8.3%Poor
- 4.2%Serious
- Bridge Condition - Substructure
- 8.3%Very good
- 4.2%Good
- 33.3%Satisfactory
- 29.2%Fair
- 16.7%Poor
- 8.3%Serious
- Bridge Condition - Channel
- 8.0%Very good
- 32.0%Good
- 32.0%Satisfactory
- 8.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 18,333 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,524 (year 2032), Design Load: HS 20, Features Intersected: OVER WNYP/PARK AVE/RD/CK
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 36.191, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 7, Length of Maximum Span: 71.6m (234.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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: 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: Better than present minimum criteria, Length Of Structure Improvement: 49.20m (161.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $1,427,000, Total Project Cost: $6,542,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 18,333 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,524 (year 2032), Design Load: HS 20, Features Intersected: OVER WNYP/PARK AVE/RD/CK
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 36.191, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 7, Length of Maximum Span: 71.6m (234.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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: 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: Better than present minimum criteria, Length Of Structure Improvement: 49.20m (161.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $1,427,000, Total Project Cost: $6,542,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12888, Location: CITY OF MEADVILLE (Lat: 41.636208, Lng: -80.157522), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,106 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,096 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
Structure Number: 12888, Location: CITY OF MEADVILLE (Lat: 41.636208, Lng: -80.157522), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,106 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,096 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
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Structure Number: 12891, Location: WOODCOCK TOWNSHIP (Lat: 41.689667, Lng: -80.160714), Route carried "on" structure: US 6, Year Built: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,439 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER W.NEW YORK & PA RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12891, Location: WOODCOCK TOWNSHIP (Lat: 41.689667, Lng: -80.160714), Route carried "on" structure: US 6, Year Built: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,439 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,429 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER W.NEW YORK & PA RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12944, Location: CITY OF MEADVILLE (Lat: 41.640517, Lng: -80.148517), Route carried "on" structure: State highway 27, Year Built: 1896, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,308 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 17,746 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12944, Location: CITY OF MEADVILLE (Lat: 41.640517, Lng: -80.148517), Route carried "on" structure: State highway 27, Year Built: 1896, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,308 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 17,746 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12945, Location: CITY OF MEADVILLE (Lat: 41.639878, Lng: -80.145197), Route carried "on" structure: State highway 27, Year Built: 1981, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,978 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 15,634 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.525, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12945, Location: CITY OF MEADVILLE (Lat: 41.639878, Lng: -80.145197), Route carried "on" structure: State highway 27, Year Built: 1981, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,978 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 15,634 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.525, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13134, Location: CITY OF MEADVILLE (Lat: 41.639433, Lng: -80.152172), Route carried "on" structure: State highway , Year Built: 1906, Year Reconstructed: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,459 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 13,890 (year 2032), Design Load: H 15, Features Intersected: OVER MILL RUN, Facility Carried by Structure: SR 1001,PARK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13134, Location: CITY OF MEADVILLE (Lat: 41.639433, Lng: -80.152172), Route carried "on" structure: State highway , Year Built: 1906, Year Reconstructed: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,459 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 13,890 (year 2032), Design Load: H 15, Features Intersected: OVER MILL RUN, Facility Carried by Structure: SR 1001,PARK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13246, Location: EAST MEAD TOWNSHIP (Lat: 41.617086, Lng: -80.084628), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 305 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 295 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN, Facility Carried by Structure: SR 2012,WOODCOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $79,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13246, Location: EAST MEAD TOWNSHIP (Lat: 41.617086, Lng: -80.084628), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 305 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 295 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTER RUN, Facility Carried by Structure: SR 2012,WOODCOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $79,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 28.77m (94.39ft), Average Daily Traffic: 4,868 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,752 (year 2032), Design Load: H 20, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.757, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.7 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.80m (94.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 28.77m (94.39ft), Average Daily Traffic: 4,868 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,752 (year 2032), Design Load: H 20, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.757, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.7 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.80m (94.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13282, Location: CITY OF MEADVILLE (Lat: 41.644072, Lng: -80.164861), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,128 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,683 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER CUSSEWAGO CREEK, Facility Carried by Structure: SR 2040,SPRING ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13282, Location: CITY OF MEADVILLE (Lat: 41.644072, Lng: -80.164861), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,128 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,683 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER CUSSEWAGO CREEK, Facility Carried by Structure: SR 2040,SPRING ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13521, Location: CENTER STREET,MEADVILLE (Lat: 41.639311, Lng: -80.152317), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WEST CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13521, Location: CENTER STREET,MEADVILLE (Lat: 41.639311, Lng: -80.152317), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WEST CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13522, Location: CHERRY STREET, MEADVILLE (Lat: 41.638789, Lng: -80.152869), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CHERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $241,000, Total Project Cost: $496,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13522, Location: CHERRY STREET, MEADVILLE (Lat: 41.638789, Lng: -80.152869), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CHERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $241,000, Total Project Cost: $496,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13523, Location: CLINTON COURT, MEADVILLE (Lat: 41.637597, Lng: -80.153700), Route carried "on" structure: City street 7301, Year Built: 1902, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: H 15, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CLINTON COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $196,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13523, Location: CLINTON COURT, MEADVILLE (Lat: 41.637597, Lng: -80.153700), Route carried "on" structure: City street 7301, Year Built: 1902, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: H 15, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CLINTON COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $196,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13524, Location: CHESTNUT STREET,MEADVILLE (Lat: 41.638197, Lng: -80.153300), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $186,000, Total Project Cost: $484,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13524, Location: CHESTNUT STREET,MEADVILLE (Lat: 41.638197, Lng: -80.153300), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $186,000, Total Project Cost: $484,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13525, Location: GARDEN STREET,MEADVILLE (Lat: 41.640572, Lng: -80.148333), Route carried "on" structure: City street 7301, Year Built: 1913, Year Reconstructed: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN, Facility Carried by Structure: GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $163,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13525, Location: GARDEN STREET,MEADVILLE (Lat: 41.640572, Lng: -80.148333), Route carried "on" structure: City street 7301, Year Built: 1913, Year Reconstructed: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN, Facility Carried by Structure: GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $163,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13526, Location: GROVE STREET,MEADVILLE (Lat: 41.638603, Lng: -80.143167), Route carried "on" structure: City street 7301, Year Built: 1912, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,250 (year 2040), Features Intersected: OVER MILL RUN, Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $425,000, Total Project Cost: $1,949,000
Structure Number: 13526, Location: GROVE STREET,MEADVILLE (Lat: 41.638603, Lng: -80.143167), Route carried "on" structure: City street 7301, Year Built: 1912, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,250 (year 2040), Features Intersected: OVER MILL RUN, Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $425,000, Total Project Cost: $1,949,000
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Structure Number: 13528, Location: LIBERTY ST,MEADVILLE (Lat: 41.640378, Lng: -80.146861), Route carried "on" structure: City street 7301, Year Built: 1910, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN, Facility Carried by Structure: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $167,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13528, Location: LIBERTY ST,MEADVILLE (Lat: 41.640378, Lng: -80.146861), Route carried "on" structure: City street 7301, Year Built: 1910, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER MILL RUN, Facility Carried by Structure: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $167,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13529, Location: N.MAIN ST.,MEADVILLE (Lat: 41.640161, Lng: -80.149397), Route carried "on" structure: City street 7301, Year Built: 1916, Year Reconstructed: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,125 (year 2041), Design Load: HL 93, Features Intersected: OVER MILL RUN, Facility Carried by Structure: N.MAIN & W.STEERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 40.5m (132.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.6 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: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $195,000, Total Project Cost: $567,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13529, Location: N.MAIN ST.,MEADVILLE (Lat: 41.640161, Lng: -80.149397), Route carried "on" structure: City street 7301, Year Built: 1916, Year Reconstructed: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,125 (year 2041), Design Load: HL 93, Features Intersected: OVER MILL RUN, Facility Carried by Structure: N.MAIN & W.STEERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 40.5m (132.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.6 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: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $195,000, Total Project Cost: $567,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13531, Location: ARCH ST., MEADVILLE CITY (Lat: 41.637664, Lng: -80.156528), Route carried "on" structure: City street 7301, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,280 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,350 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13531, Location: ARCH ST., MEADVILLE CITY (Lat: 41.637664, Lng: -80.156528), Route carried "on" structure: City street 7301, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,280 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,350 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13532, Location: MERCER STREET,MEADVILLE (Lat: 41.632397, Lng: -80.160600), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1984, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,250 (year 2041), Design Load: HS 20, Features Intersected: OVER FRENCH CREEK, Facility Carried by Structure: MERCER STREET
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 65.2m (213.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $431,000, Total Project Cost: $1,976,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13532, Location: MERCER STREET,MEADVILLE (Lat: 41.632397, Lng: -80.160600), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1984, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,250 (year 2041), Design Load: HS 20, Features Intersected: OVER FRENCH CREEK, Facility Carried by Structure: MERCER STREET
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 65.2m (213.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $431,000, Total Project Cost: $1,976,000, 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: 13534, Location: MARKET STREET, MEADVILLE (Lat: 41.637347, Lng: -80.153956), Route carried "on" structure: City street 7301, Year Built: 1910, Year Reconstructed: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 67.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13534, Location: MARKET STREET, MEADVILLE (Lat: 41.637347, Lng: -80.153956), Route carried "on" structure: City street 7301, Year Built: 1910, Year Reconstructed: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,125 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 67.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13535, Location: MULBERRY ST.,MEADVILLE (Lat: 41.638500, Lng: -80.154397), Route carried "on" structure: City street 7301, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: MULBERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 52.6 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: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $17,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13535, Location: MULBERRY ST.,MEADVILLE (Lat: 41.638500, Lng: -80.154397), Route carried "on" structure: City street 7301, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: MULBERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 52.6 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: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $17,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13536, Location: POPLAR STREET, MEADVILLE (Lat: 41.635417, Lng: -80.158858), Route carried "on" structure: City street 7301, Year Built: 1910, Status: Temporarily open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 70 (year 2038), Features Intersected: OVER MILL RUN, Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $333,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13536, Location: POPLAR STREET, MEADVILLE (Lat: 41.635417, Lng: -80.158858), Route carried "on" structure: City street 7301, Year Built: 1910, Status: Temporarily open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 70 (year 2038), Features Intersected: OVER MILL RUN, Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $333,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13537, Location: WALNUT/N.COTTAGE MEADVILL (Lat: 41.639661, Lng: -80.150842), Route carried "on" structure: City street 7301, Year Built: 1916, Year Reconstructed: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WALNUT & COTTAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13537, Location: WALNUT/N.COTTAGE MEADVILL (Lat: 41.639661, Lng: -80.150842), Route carried "on" structure: City street 7301, Year Built: 1916, Year Reconstructed: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WALNUT & COTTAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13538, Location: 400 FT NORTH OF CITY HALL (Lat: 41.638197, Lng: -80.155197), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,375 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 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: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $188,000, Total Project Cost: $273,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13538, Location: 400 FT NORTH OF CITY HALL (Lat: 41.638197, Lng: -80.155197), Route carried "on" structure: City street 7301, Year Built: 1906, Year Reconstructed: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,375 (year 2040), Design Load: HS 20, Features Intersected: OVER MILL RUN, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 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: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $188,000, Total Project Cost: $273,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4496, Location: WEST MEAD TOWNSHIP (Lat: 41.625658, Lng: -80.121139), Route carried "on" structure: State highway , Year Built: 1948, Year Reconstructed: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,896 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,018 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL RUN, Facility Carried by Structure: SR 2012, ALDEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4496, Location: WEST MEAD TOWNSHIP (Lat: 41.625658, Lng: -80.121139), Route carried "on" structure: State highway , Year Built: 1948, Year Reconstructed: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,896 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,018 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL RUN, Facility Carried by Structure: SR 2012, ALDEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53342, Location: MEAD AVE. MEADVILLE (Lat: 41.637819, Lng: -80.162200), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,268 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,237 (year 2040), Design Load: HL 93, Features Intersected: FRENCH CREEK, Facility Carried by Structure: MEAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53342, Location: MEAD AVE. MEADVILLE (Lat: 41.637819, Lng: -80.162200), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,268 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,237 (year 2040), Design Load: HL 93, Features Intersected: FRENCH CREEK, Facility Carried by Structure: MEAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 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: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Features Intersected: OVER WNYP/PARK AVE/RD/CK, Facility Carried by Structure: SR 6,SMOCK BRIDGE
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 71.6m (234.9ft)
Structure Number: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Features Intersected: OVER WNYP/PARK AVE/RD/CK, Facility Carried by Structure: SR 6,SMOCK BRIDGE
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 71.6m (234.9ft)
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Structure Number: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Features Intersected: OVER WNYP/PARK AVE/RD/CK, Facility Carried by Structure: SR 6,SMOCK BRIDGE
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 71.6m (234.9ft)
Structure Number: 12886, Location: WEST MEAD TOWNSHIP (Lat: 41.625608, Lng: -80.157367), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Features Intersected: OVER WNYP/PARK AVE/RD/CK, Facility Carried by Structure: SR 6,SMOCK BRIDGE
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 71.6m (234.9ft)
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Structure Number: 12889, Location: WEST MEAD TOWNSHIP (Lat: 41.640000, Lng: -80.156667), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 6%, Features Intersected: OVER SR 6,FRENCH CK.PWY., Facility Carried by Structure: SR 2101,TERRACE ST
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 38.877, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 12889, Location: WEST MEAD TOWNSHIP (Lat: 41.640000, Lng: -80.156667), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 6%, Features Intersected: OVER SR 6,FRENCH CK.PWY., Facility Carried by Structure: SR 2101,TERRACE ST
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 38.877, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: 12889, Location: WEST MEAD TOWNSHIP (Lat: 41.640000, Lng: -80.156667), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,093 (year 2020), Truck Traffic: 7%, Features Intersected: OVER SR 6,FRENCH CK.PWY., Facility Carried by Structure: SR 2101,TERRACE ST
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 38.817, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 12889, Location: WEST MEAD TOWNSHIP (Lat: 41.640000, Lng: -80.156667), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,093 (year 2020), Truck Traffic: 7%, Features Intersected: OVER SR 6,FRENCH CK.PWY., Facility Carried by Structure: SR 2101,TERRACE ST
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 38.817, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "under" structure: US 6, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 2,093 (year 2020), Truck Traffic: 7%, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 38.817, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "under" structure: US 6, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 2,093 (year 2020), Truck Traffic: 7%, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 38.817, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "under" structure: US 6, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 6%, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 38.877, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 13279, Location: CITY OF MEADVILLE (Lat: 41.646775, Lng: -80.156058), Route carried "under" structure: US 6, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 6%, Features Intersected: OVER SR 6,FR.CK.HWY.& RR, Facility Carried by Structure: SR 2034,SPRING ST.
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 38.877, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)