Bridge Statistics for Clarion, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 302ft / 92.0mTotal length
- $5,627,000Total costs
- 157,421Total average daily traffic
- 44,949Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarion
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 131960-1969
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 18.2%Good
- 27.3%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 18.2%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 22.2%Good
- 11.1%Satisfactory
- 55.6%Fair
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Structure Number: 10917, Location: GREENVILLE PIKE NO.2 (Lat: 41.177758, Lng: -79.350036), Route carried "on" structure: State highway 66, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 6,478 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 7,526 (year 2032), Design Load: HS 20, Features Intersected: SR0080 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.818, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10917, Location: GREENVILLE PIKE NO.2 (Lat: 41.177758, Lng: -79.350036), Route carried "on" structure: State highway 66, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 6,478 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 7,526 (year 2032), Design Load: HS 20, Features Intersected: SR0080 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.818, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, 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: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "on" structure: State highway 68, Year Built: 1966, Year Reconstructed: 2010, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 9,010 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,092 (year 2032), Design Load: HL 93, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.829, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,740,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "on" structure: State highway 68, Year Built: 1966, Year Reconstructed: 2010, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 9,010 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,092 (year 2032), Design Load: HL 93, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.829, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,740,000, 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: 10951, Location: CLARION RIVER (Lat: 41.189361, Lng: -79.417456), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 2013, Status: Open, Structure Length: 49.83m (163.48ft), Average Daily Traffic: 30,064 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 29,853 (year 2032), Design Load: HS 20+Mod, Features Intersected: CLARION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.972, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 186.5m (611.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 50.60m (166.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $520,000, Total Project Cost: $2,385,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10951, Location: CLARION RIVER (Lat: 41.189361, Lng: -79.417456), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 2013, Status: Open, Structure Length: 49.83m (163.48ft), Average Daily Traffic: 30,064 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 29,853 (year 2032), Design Load: HS 20+Mod, Features Intersected: CLARION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.972, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 186.5m (611.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 50.60m (166.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $520,000, Total Project Cost: $2,385,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10952, Location: LONESOME EB (Lat: 41.177589, Lng: -79.367447), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 14,111 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR1009 & BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.774, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $174,000, Total Project Cost: $798,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10952, Location: LONESOME EB (Lat: 41.177589, Lng: -79.367447), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 14,111 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR1009 & BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.774, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $174,000, Total Project Cost: $798,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 10953, Location: LONESOME WB (Lat: 41.178297, Lng: -79.367392), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10953, Location: LONESOME WB (Lat: 41.178297, Lng: -79.367392), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 11052, Location: RAPP ROAD (Lat: 41.145444, Lng: -79.363539), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 539 (year 2032), Design Load: HS 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: SR2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11052, Location: RAPP ROAD (Lat: 41.145444, Lng: -79.363539), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 539 (year 2032), Design Load: HS 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: SR2012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11133, Location: 1.6 Mi. WNW of LIMESTONE (Lat: 41.138936, Lng: -79.354442), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2043), Features Intersected: PINEY CREEK, Facility Carried by Structure: T-444 CURLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11133, Location: 1.6 Mi. WNW of LIMESTONE (Lat: 41.138936, Lng: -79.354442), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2043), Features Intersected: PINEY CREEK, Facility Carried by Structure: T-444 CURLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 40938, Location: WILLIAMSBURG (Lat: 41.172931, Lng: -79.399464), Route carried "on" structure: State highway 68, Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,962 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 6,546 (year 2032), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 40938, Location: WILLIAMSBURG (Lat: 41.172931, Lng: -79.399464), Route carried "on" structure: State highway 68, Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,962 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 6,546 (year 2032), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 43458, Location: 1.6 mi E, int. w/ SR 66 (Lat: 41.258117, Lng: -79.368108), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2043), Design Load: HL 93, Features Intersected: TOBY CREEK, Facility Carried by Structure: T-577 KINBAHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43458, Location: 1.6 mi E, int. w/ SR 66 (Lat: 41.258117, Lng: -79.368108), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2043), Design Load: HL 93, Features Intersected: TOBY CREEK, Facility Carried by Structure: T-577 KINBAHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 44219, Location: 0.35 mi N, int. w/ SR1005 (Lat: 41.234903, Lng: -79.384347), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2041), Design Load: HL 93, Features Intersected: TOBY CREEK, Facility Carried by Structure: T-576 BIGLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44219, Location: 0.35 mi N, int. w/ SR1005 (Lat: 41.234903, Lng: -79.384347), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2041), Design Load: HL 93, Features Intersected: TOBY CREEK, Facility Carried by Structure: T-576 BIGLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 47482, Location: 250ft. S I-80 EB (Lat: 41.177075, Lng: -79.367878), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 703 (year 2032), Design Load: HL 93, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.6 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: 37.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47482, Location: 250ft. S I-80 EB (Lat: 41.177075, Lng: -79.367878), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 703 (year 2032), Design Load: HL 93, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.6 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: 37.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5697, Location: 0.2 mi S SR 2003 Intersec (Lat: 41.147111, Lng: -79.402306), Route carried "on" structure: State highway 68, Year Built: 2019, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,222 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,818 (year 2032), Design Load: HL 93, Features Intersected: Reids Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.036, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 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: 5697, Location: 0.2 mi S SR 2003 Intersec (Lat: 41.147111, Lng: -79.402306), Route carried "on" structure: State highway 68, Year Built: 2019, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,222 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,818 (year 2032), Design Load: HL 93, Features Intersected: Reids Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.036, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 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: 10917, Location: GREENVILLE PIKE NO.2 (Lat: 41.177758, Lng: -79.350036), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Features Intersected: SR0080 WB, Facility Carried by Structure: SR0066 NB&SB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 32.383, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 10917, Location: GREENVILLE PIKE NO.2 (Lat: 41.177758, Lng: -79.350036), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Features Intersected: SR0080 WB, Facility Carried by Structure: SR0066 NB&SB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 32.383, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,111 (year 2021), Truck Traffic: 32%, Features Intersected: SR0080 EB&WB, Facility Carried by Structure: SR0068 EB&WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 28.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,111 (year 2021), Truck Traffic: 32%, Features Intersected: SR0080 EB&WB, Facility Carried by Structure: SR0068 EB&WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 28.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 25%, Features Intersected: SR0080 EB&WB, Facility Carried by Structure: SR0068 EB&WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 28.384, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 10928, Location: CLARION OAKS (Lat: 41.185744, Lng: -79.394294), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 25%, Features Intersected: SR0080 EB&WB, Facility Carried by Structure: SR0068 EB&WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 28.384, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 10952, Location: LONESOME EB (Lat: 41.177589, Lng: -79.367447), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Features Intersected: SR1009 & BRUSH RUN, Facility Carried by Structure: SR0080 EB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 3.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 10952, Location: LONESOME EB (Lat: 41.177589, Lng: -79.367447), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Features Intersected: SR1009 & BRUSH RUN, Facility Carried by Structure: SR0080 EB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 3.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 10953, Location: LONESOME WB (Lat: 41.178297, Lng: -79.367392), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Features Intersected: SR1009, Facility Carried by Structure: SR0080 WB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 3.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 10953, Location: LONESOME WB (Lat: 41.178297, Lng: -79.367392), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 454 (year 2021), Truck Traffic: 4%, Features Intersected: SR1009, Facility Carried by Structure: SR0080 WB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 3.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 11185, Location: PAINT BOULEVARD (Lat: 41.192461, Lng: -79.426469), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 14,791 (year 2021), Truck Traffic: 30%, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 25.214, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 11185, Location: PAINT BOULEVARD (Lat: 41.192461, Lng: -79.426469), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 14,791 (year 2021), Truck Traffic: 30%, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 25.214, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 11185, Location: PAINT BOULEVARD (Lat: 41.192461, Lng: -79.426469), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,928 (year 2022), Truck Traffic: 65%, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 25.160, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 11185, Location: PAINT BOULEVARD (Lat: 41.192461, Lng: -79.426469), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,928 (year 2022), Truck Traffic: 65%, Features Intersected: SR0080 EB&WB
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 25.160, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.8m (65.0ft)