Bridge Statistics for Strattanville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 69ft / 20.7mTotal length
- $1,947,000Total costs
- 70,057Total average daily traffic
- 26,952Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Strattanville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 101960-1969
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 10915, Location: MCGREGOR ROAD (Lat: 41.142633, Lng: -79.323542), Route carried "on" structure: State highway 66, Year Built: 1998, Year Reconstructed: 2009, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,811 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,369 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $117,000, Total Project Cost: $535,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10915, Location: MCGREGOR ROAD (Lat: 41.142633, Lng: -79.323542), Route carried "on" structure: State highway 66, Year Built: 1998, Year Reconstructed: 2009, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,811 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,369 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $117,000, Total Project Cost: $535,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10956, Location: STRATTAN RUN (Lat: 41.180339, Lng: -79.340753), Route carried "on" structure: Interstate 80, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: STRATTAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10956, Location: STRATTAN RUN (Lat: 41.180339, Lng: -79.340753), Route carried "on" structure: Interstate 80, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: STRATTAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 10958, Location: WATERSON EB (Lat: 41.175944, Lng: -79.295400), Route carried "on" structure: Interstate 80, Year Built: 1966, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.248, 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10958, Location: WATERSON EB (Lat: 41.175944, Lng: -79.295400), Route carried "on" structure: Interstate 80, Year Built: 1966, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.248, 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, 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: 10959, Location: WATERSON WB (Lat: 41.176389, Lng: -79.294231), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR2014, WATERSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.371, 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10959, Location: WATERSON WB (Lat: 41.176389, Lng: -79.294231), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,200 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 12,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR2014, WATERSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.371, 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10961, Location: HENDERSON EB (Lat: 41.172506, Lng: -79.277372), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 2021, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 2015 & ABAND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.870, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $261,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10961, Location: HENDERSON EB (Lat: 41.172506, Lng: -79.277372), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 2021, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Average Future Daily Traffic: 13,702 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 2015 & ABAND RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.870, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $261,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 10999, Location: STROUP (Lat: 41.237103, Lng: -79.285947), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 679 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 28.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $198,000, Total Project Cost: $907,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10999, Location: STROUP (Lat: 41.237103, Lng: -79.285947), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 679 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 28.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $198,000, Total Project Cost: $907,000, 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: 11055, Location: SOUTH HENDERSON(SCHOOL RD (Lat: 41.167714, Lng: -79.271558), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 749 (year 2032), Design Load: H 20, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: SR2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11055, Location: SOUTH HENDERSON(SCHOOL RD (Lat: 41.167714, Lng: -79.271558), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 749 (year 2032), Design Load: H 20, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: SR2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 39505, Location: LITTLE PINEY (Lat: 41.146542, Lng: -79.309492), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 837 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 496 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: SR2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39505, Location: LITTLE PINEY (Lat: 41.146542, Lng: -79.309492), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 837 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 496 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: SR2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43456, Location: 0.1 mi W, int. w/ SR 66 (Lat: 41.140856, Lng: -79.325314), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HL 93, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: T-447 MCGREGOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43456, Location: 0.1 mi W, int. w/ SR 66 (Lat: 41.140856, Lng: -79.325314), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HL 93, Features Intersected: LITTLE PINEY CREEK, Facility Carried by Structure: T-447 MCGREGOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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: August 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: 10916, Location: GREENVILLE PIKE NO.1 (Lat: 41.176708, Lng: -79.348478), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Features Intersected: SR0080 EB & BRUSH RUN, Facility Carried by Structure: SR0066 NB&SB
Minimum Vertical Clearance: 5.39m (17.68ft), 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: 10916, Location: GREENVILLE PIKE NO.1 (Lat: 41.176708, Lng: -79.348478), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 12,313 (year 2022), Truck Traffic: 43%, Features Intersected: SR0080 EB & BRUSH RUN, Facility Carried by Structure: SR0066 NB&SB
Minimum Vertical Clearance: 5.39m (17.68ft), 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: 10958, Location: WATERSON EB (Lat: 41.175944, Lng: -79.295400), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 730 (year 2020), Truck Traffic: 4%, Features Intersected: SR2014, Facility Carried by Structure: SR0080 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 9.889, 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: 14.6m (47.9ft)
Structure Number: 10958, Location: WATERSON EB (Lat: 41.175944, Lng: -79.295400), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 730 (year 2020), Truck Traffic: 4%, Features Intersected: SR2014, Facility Carried by Structure: SR0080 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 9.889, 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: 14.6m (47.9ft)
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Structure Number: 10959, Location: WATERSON WB (Lat: 41.176389, Lng: -79.294231), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 730 (year 2020), Truck Traffic: 4%, Features Intersected: SR2014, WATERSON RD., Facility Carried by Structure: SR0080 WB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 9.889, 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: 14.6m (47.9ft)
Structure Number: 10959, Location: WATERSON WB (Lat: 41.176389, Lng: -79.294231), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 730 (year 2020), Truck Traffic: 4%, Features Intersected: SR2014, WATERSON RD., Facility Carried by Structure: SR0080 WB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 9.889, 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: 14.6m (47.9ft)
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Structure Number: 10961, Location: HENDERSON EB (Lat: 41.172506, Lng: -79.277372), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Features Intersected: SR 2015 & ABAND RR, Facility Carried by Structure: SR 0080 EB
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 5.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 10961, Location: HENDERSON EB (Lat: 41.172506, Lng: -79.277372), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Features Intersected: SR 2015 & ABAND RR, Facility Carried by Structure: SR 0080 EB
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 5.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 10962, Location: HENDERSON WB (Lat: 41.172964, Lng: -79.277358), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Features Intersected: SR 2015 & ABAND RR, Facility Carried by Structure: SR 0080 WB
Minimum Vertical Clearance: 6.72m (22.05ft), Kilometerpoint: 5.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 10962, Location: HENDERSON WB (Lat: 41.172964, Lng: -79.277358), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 373 (year 2022), Truck Traffic: 3%, Features Intersected: SR 2015 & ABAND RR, Facility Carried by Structure: SR 0080 WB
Minimum Vertical Clearance: 6.72m (22.05ft), Kilometerpoint: 5.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)