Bridge Statistics for West Liberty, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 177ft / 54.4mTotal length
- $4,611,000Total costs
- 147,841Total average daily traffic
- 19,193Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Liberty
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21930-1939
- 21940-1949
- 11950-1959
- 111960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 51980-1989
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.8%Very good
- 35.3%Good
- 35.3%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 15.8%Very good
- 31.6%Good
- 15.8%Satisfactory
- 26.3%Fair
- 10.5%Poor
- Bridge Condition - Substructure
- 5.3%Very good
- 42.1%Good
- 21.1%Satisfactory
- 21.1%Fair
- 10.5%Poor
- Bridge Condition - Channel
- 4.8%Good
- 38.1%Satisfactory
- 52.4%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 75.0%Satisfactory
- 25.0%Fair
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Structure Number: 7789, Location: SOUTH OF STONEHOUSE (Lat: 41.005225, Lng: -79.998836), Route carried "on" structure: State highway 8, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,172 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,685 (year 2032), Design Load: H 20, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Superior to present desirable 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: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $151,000
Structure Number: 7789, Location: SOUTH OF STONEHOUSE (Lat: 41.005225, Lng: -79.998836), Route carried "on" structure: State highway 8, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,172 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,685 (year 2032), Design Load: H 20, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Superior to present desirable 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: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $151,000
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Structure Number: 779, Location: NEAR STONE HOUSE (Lat: 41.022244, Lng: -80.007958), Route carried "on" structure: State highway 8, Year Built: 1940, Year Reconstructed: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,424 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2032), Design Load: HL 93, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 779, Location: NEAR STONE HOUSE (Lat: 41.022244, Lng: -80.007958), Route carried "on" structure: State highway 8, Year Built: 1940, Year Reconstructed: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,424 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2032), Design Load: HL 93, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, 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: 7883, Location: NORTH OF PORTERSVILLE (Lat: 41.016364, Lng: -80.114783), Route carried "on" structure: Interstate 79, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 31,277 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,383 (year 2032), Design Load: HS 20, Features Intersected: BLACK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000
Structure Number: 7883, Location: NORTH OF PORTERSVILLE (Lat: 41.016364, Lng: -80.114783), Route carried "on" structure: Interstate 79, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 31,277 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,383 (year 2032), Design Load: HS 20, Features Intersected: BLACK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000
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Structure Number: 7884, Location: 4.8 MI N OF SR 422 (Lat: 41.026108, Lng: -80.116792), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: T-381 BRANDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $69,000, Total Project Cost: $315,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7884, Location: 4.8 MI N OF SR 422 (Lat: 41.026108, Lng: -80.116792), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: T-381 BRANDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $69,000, Total Project Cost: $315,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7885, Location: 0.9 MI S OF PA 108 (Lat: 41.026367, Lng: -80.117725), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,243 (year 2032), Design Load: HS 20+Mod, Features Intersected: T-381 BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.495, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7885, Location: 0.9 MI S OF PA 108 (Lat: 41.026367, Lng: -80.117725), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,243 (year 2032), Design Load: HS 20+Mod, Features Intersected: T-381 BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.495, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $130,000, 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: 7886, Location: SLIPPERY ROCK CREEK NB (Lat: 41.036472, Lng: -80.123483), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.40m (30.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $203,000, Total Project Cost: $930,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7886, Location: SLIPPERY ROCK CREEK NB (Lat: 41.036472, Lng: -80.123483), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.40m (30.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $203,000, Total Project Cost: $930,000, 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: 7887, Location: SLIPPERY ROCK CREEK SB (Lat: 41.036311, Lng: -80.123814), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,243 (year 2032), Design Load: HS 20+Mod, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $202,000, Total Project Cost: $926,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7887, Location: SLIPPERY ROCK CREEK SB (Lat: 41.036311, Lng: -80.123814), Route carried "on" structure: Interstate 79, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 16,243 (year 2032), Design Load: HS 20+Mod, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $202,000, Total Project Cost: $926,000, 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: 7988, Location: NEAR HALLSTON (Lat: 41.019614, Lng: -79.990222), Route carried "on" structure: State highway , Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 744 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,019 (year 2032), Design Load: HS 20, Features Intersected: GLADE RUN, Facility Carried by Structure: SR1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $90,000
Structure Number: 7988, Location: NEAR HALLSTON (Lat: 41.019614, Lng: -79.990222), Route carried "on" structure: State highway , Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 744 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,019 (year 2032), Design Load: HS 20, Features Intersected: GLADE RUN, Facility Carried by Structure: SR1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $90,000
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Structure Number: 8126, Location: SOUTH OF JACKSVILLE (Lat: 41.004028, Lng: -80.117022), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,133 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,053 (year 2032), Design Load: HS 20, Features Intersected: BLACK RUN, Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 8126, Location: SOUTH OF JACKSVILLE (Lat: 41.004028, Lng: -80.117022), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,133 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,053 (year 2032), Design Load: HS 20, Features Intersected: BLACK RUN, Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 8127, Location: W.OF SLIPPERY ROCK (Lat: 41.015944, Lng: -80.111611), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,133 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,053 (year 2032), Design Load: HS 25 or greater, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8127, Location: W.OF SLIPPERY ROCK (Lat: 41.015944, Lng: -80.111611), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,133 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,053 (year 2032), Design Load: HS 25 or greater, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8128, Location: WEST LIBERTY NO.1 (Lat: 41.006347, Lng: -80.054333), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 353 (year 2032), Design Load: HS 20, Features Intersected: HOGUE RUN, Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8128, Location: WEST LIBERTY NO.1 (Lat: 41.006347, Lng: -80.054333), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 353 (year 2032), Design Load: HS 20, Features Intersected: HOGUE RUN, Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8129, Location: WEST LIBERTY NO.2 (Lat: 41.018428, Lng: -80.045725), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 669 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 885 (year 2032), Design Load: HS 20, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.180, 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 - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8129, Location: WEST LIBERTY NO.2 (Lat: 41.018428, Lng: -80.045725), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 669 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 885 (year 2032), Design Load: HS 20, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.180, 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 - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8166, Location: 0.25 MI From SR 1010 INT (Lat: 41.020564, Lng: -79.997794), Route carried "on" structure: City street T454, Year Built: 1927, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Design Load: H 20, Features Intersected: GLADE RUN, Facility Carried by Structure: T-454 CARRARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $333,000
Structure Number: 8166, Location: 0.25 MI From SR 1010 INT (Lat: 41.020564, Lng: -79.997794), Route carried "on" structure: City street T454, Year Built: 1927, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Design Load: H 20, Features Intersected: GLADE RUN, Facility Carried by Structure: T-454 CARRARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $333,000
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Structure Number: 8284, Location: 0.2 MI NW OF SR 008 (Lat: 41.035425, Lng: -80.010772), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 525 (year 2035), Design Load: HS 25 or greater, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-601 RALSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8284, Location: 0.2 MI NW OF SR 008 (Lat: 41.035425, Lng: -80.010772), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 525 (year 2035), Design Load: HS 25 or greater, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-601 RALSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 83, Location: 0.15 MI SE OF SR 0108 (Lat: 41.041711, Lng: -80.095033), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 220 (year 2035), Design Load: HS 20, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-366 BARRON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 83, Location: 0.15 MI SE OF SR 0108 (Lat: 41.041711, Lng: -80.095033), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 220 (year 2035), Design Load: HS 20, Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-366 BARRON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8301, Location: 1.3 MI SE OF SR 0108 (Lat: 41.029067, Lng: -80.074214), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2035), Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-372 TAGGART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8301, Location: 1.3 MI SE OF SR 0108 (Lat: 41.029067, Lng: -80.074214), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2035), Features Intersected: SLIPPERY ROCK CREEK, Facility Carried by Structure: T-372 TAGGART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8302, Location: 0.4 MI NE OF T-320 (Lat: 41.024675, Lng: -80.130250), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: BLACK RUN, Facility Carried by Structure: T-381 BRANDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $100,000, Total Project Cost: $324,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8302, Location: 0.4 MI NE OF T-320 (Lat: 41.024675, Lng: -80.130250), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: BLACK RUN, Facility Carried by Structure: T-381 BRANDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $100,000, Total Project Cost: $324,000, 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: 8327, Location: 0.1 MI S OF CrollsMill Rd (Lat: 41.013142, Lng: -80.065317), Route carried "on" structure: City street , Year Built: 1903, Year Reconstructed: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: HOGUE RUN, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8327, Location: 0.1 MI S OF CrollsMill Rd (Lat: 41.013142, Lng: -80.065317), Route carried "on" structure: City street , Year Built: 1903, Year Reconstructed: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: HOGUE RUN, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 8328, Location: 0.1 mi S of W LIBERTY RD (Lat: 41.002914, Lng: -80.051461), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: HOGUE RUN, Facility Carried by Structure: MAYER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8328, Location: 0.1 mi S of W LIBERTY RD (Lat: 41.002914, Lng: -80.051461), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2037), Features Intersected: HOGUE RUN, Facility Carried by Structure: MAYER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40666, Location: 0.1 MI E OF W PARK RD (Lat: 41.015981, Lng: -80.111364), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 140 (year 2035), Features Intersected: BLACK RUN, Facility Carried by Structure: T-345 DICKEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40666, Location: 0.1 MI E OF W PARK RD (Lat: 41.015981, Lng: -80.111364), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 140 (year 2035), Features Intersected: BLACK RUN, Facility Carried by Structure: T-345 DICKEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 44259, Location: 0.3 mi S of SR 1010 (Lat: 41.016594, Lng: -79.983753), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 125 (year 2035), Design Load: HL 93, Features Intersected: HALLSTON RUN, Facility Carried by Structure: T-414 ST JOHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44259, Location: 0.3 mi S of SR 1010 (Lat: 41.016594, Lng: -79.983753), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 125 (year 2035), Design Load: HL 93, Features Intersected: HALLSTON RUN, Facility Carried by Structure: T-414 ST JOHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 46211, Location: 1500' N of T455 (Lat: 41.017897, Lng: -80.031997), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Design Load: HL 93, Features Intersected: BIG RUN, Facility Carried by Structure: T-369 McBRIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46211, Location: 1500' N of T455 (Lat: 41.017897, Lng: -80.031997), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Design Load: HL 93, Features Intersected: BIG RUN, Facility Carried by Structure: T-369 McBRIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46572, Location: 2.3 mi. N. SR 8 Intersec. (Lat: 41.037150, Lng: -80.029894), Route carried "on" structure: State highway 173, Year Built: 2011, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 4,365 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,929 (year 2032), Design Load: HL 93, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 60.0m (196.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.1 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: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46572, Location: 2.3 mi. N. SR 8 Intersec. (Lat: 41.037150, Lng: -80.029894), Route carried "on" structure: State highway 173, Year Built: 2011, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 4,365 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,929 (year 2032), Design Load: HL 93, Features Intersected: SLIPPERY ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 60.0m (196.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.1 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: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, 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: 7884, Location: 4.8 MI N OF SR 422 (Lat: 41.026108, Lng: -80.116792), Route carried "under" structure: City street 381, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2008), Truck Traffic: 5%, Features Intersected: T-381 BRANDON RD, Facility Carried by Structure: SR0079 NB
Minimum Vertical Clearance: 4.68m (15.35ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 7884, Location: 4.8 MI N OF SR 422 (Lat: 41.026108, Lng: -80.116792), Route carried "under" structure: City street 381, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2008), Truck Traffic: 5%, Features Intersected: T-381 BRANDON RD, Facility Carried by Structure: SR0079 NB
Minimum Vertical Clearance: 4.68m (15.35ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 7885, Location: 0.9 MI S OF PA 108 (Lat: 41.026367, Lng: -80.117725), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2005), Truck Traffic: 5%, Features Intersected: T-381 BRANDON ROAD, Facility Carried by Structure: SR0079 SOUTHBOUND
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 7885, Location: 0.9 MI S OF PA 108 (Lat: 41.026367, Lng: -80.117725), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2005), Truck Traffic: 5%, Features Intersected: T-381 BRANDON ROAD, Facility Carried by Structure: SR0079 SOUTHBOUND
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 789, Location: WORTH TWP-MOORES CORNERS (Lat: 41.037478, Lng: -80.124708), Route carried "under" structure: Interstate 79, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Features Intersected: SR0079 NB&SB, Facility Carried by Structure: SR0108
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 43.359, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 789, Location: WORTH TWP-MOORES CORNERS (Lat: 41.037478, Lng: -80.124708), Route carried "under" structure: Interstate 79, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,558 (year 2021), Truck Traffic: 14%, Features Intersected: SR0079 NB&SB, Facility Carried by Structure: SR0108
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 43.359, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 789, Location: WORTH TWP-MOORES CORNERS (Lat: 41.037478, Lng: -80.124708), Route carried "under" structure: Interstate 79, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Features Intersected: SR0079 NB&SB, Facility Carried by Structure: SR0108
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 43.299, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 789, Location: WORTH TWP-MOORES CORNERS (Lat: 41.037478, Lng: -80.124708), Route carried "under" structure: Interstate 79, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,719 (year 2021), Truck Traffic: 14%, Features Intersected: SR0079 NB&SB, Facility Carried by Structure: SR0108
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 43.299, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)