Bridge Statistics for Lynnwood-Pricedale, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 79ft / 23.6mTotal length
- $1,291,000Total costs
- 148,371Total average daily traffic
- 20,408Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lynnwood-Pricedale
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 11960-1969
- 21980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Good
- 50.0%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 16.7%Good
- 50.0%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
Find on map >> Show street view
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "on" structure: State highway 201, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 17,378 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,225 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.948, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), 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: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $267,000, Total Project Cost: $1,226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "on" structure: State highway 201, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 17,378 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,225 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.948, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), 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: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $267,000, Total Project Cost: $1,226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 36532, Location: ROSTRAVER TOWNSHIP (Lat: 40.139467, Lng: -79.858469), Route carried "on" structure: State highway , Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 839 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,851 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPEERS RUN, Facility Carried by Structure: SR 3005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36532, Location: ROSTRAVER TOWNSHIP (Lat: 40.139467, Lng: -79.858469), Route carried "on" structure: State highway , Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 839 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,851 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPEERS RUN, Facility Carried by Structure: SR 3005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 3655, Location: ROSTRAVER TOWNSHIP (Lat: 40.150106, Lng: -79.846689), Route carried "on" structure: Alternate State highway , Year Built: 1988, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,728 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 10,291 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3009, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3655, Location: ROSTRAVER TOWNSHIP (Lat: 40.150106, Lng: -79.846689), Route carried "on" structure: Alternate State highway , Year Built: 1988, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,728 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 10,291 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3009, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 36879, Location: MAIN STREET AT PRICEDALE (Lat: 40.139747, Lng: -79.849297), Route carried "on" structure: City street M000, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,020 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 2,020 (year 2010), Design Load: HS 25 or greater, Features Intersected: SPEERS RUN, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36879, Location: MAIN STREET AT PRICEDALE (Lat: 40.139747, Lng: -79.849297), Route carried "on" structure: City street M000, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,020 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 2,020 (year 2010), Design Load: HS 25 or greater, Features Intersected: SPEERS RUN, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 39705, Location: ROSTRAVER TOWNSHIP (Lat: 40.139611, Lng: -79.850328), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,658 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,177 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPEERS RUN, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 39705, Location: ROSTRAVER TOWNSHIP (Lat: 40.139611, Lng: -79.850328), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,658 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,177 (year 2035), Design Load: HS 20+Mod, Features Intersected: SPEERS RUN, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 41178, Location: ROSTRAVER TOWNSHIP (Lat: 40.138186, Lng: -79.857778), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 34,466 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 46,239 (year 2032), Design Load: HS 25 or greater, Features Intersected: Johnson Av (was SR 3005)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41178, Location: ROSTRAVER TOWNSHIP (Lat: 40.138186, Lng: -79.857778), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 34,466 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 46,239 (year 2032), Design Load: HS 25 or greater, Features Intersected: Johnson Av (was SR 3005)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 41179, Location: ROSTRAVER TOWNSHIP (Lat: 40.139936, Lng: -79.853397), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 34,466 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 46,239 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3003,ROSS ST,SPEER RN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.153, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41179, Location: ROSTRAVER TOWNSHIP (Lat: 40.139936, Lng: -79.853397), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 34,466 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 46,239 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3003,ROSS ST,SPEER RN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.153, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 46767, Location: 0.8 mi N from SR 0070 (Lat: 40.143111, Lng: -79.858564), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,057 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,150 (year 2032), Design Load: HL 93, Features Intersected: Branch of Speers Run, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 46767, Location: 0.8 mi N from SR 0070 (Lat: 40.143111, Lng: -79.858564), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,057 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,150 (year 2032), Design Load: HL 93, Features Intersected: Branch of Speers Run, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "under" structure: Interstate 70, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 16,594 (year 2022), Truck Traffic: 22%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0201
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 3.056, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "under" structure: Interstate 70, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 16,594 (year 2022), Truck Traffic: 22%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0201
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 3.056, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Find on map >> Show street view
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "under" structure: Interstate 70, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 16,504 (year 2022), Truck Traffic: 20%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0201
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.056, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 3614, Location: ROSTRAVER TOWNSHIP (Lat: 40.140175, Lng: -79.842158), Route carried "under" structure: Interstate 70, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 16,504 (year 2022), Truck Traffic: 20%, Features Intersected: SR 0070, Facility Carried by Structure: SR 0201
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.056, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Find on map >> Show street view
Structure Number: 3655, Location: ROSTRAVER TOWNSHIP (Lat: 40.150106, Lng: -79.846689), Route carried "under" structure: State highway , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 229 (year 2022), Truck Traffic: 4%, Features Intersected: SR 3009, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.964, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 3655, Location: ROSTRAVER TOWNSHIP (Lat: 40.150106, Lng: -79.846689), Route carried "under" structure: State highway , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 229 (year 2022), Truck Traffic: 4%, Features Intersected: SR 3009, Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.964, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
Find on map >> Show street view
Structure Number: 41178, Location: ROSTRAVER TOWNSHIP (Lat: 40.138186, Lng: -79.857778), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,774 (year 1993), Truck Traffic: 1%, Features Intersected: Johnson Av (was SR 3005), Facility Carried by Structure: SR0070
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 41178, Location: ROSTRAVER TOWNSHIP (Lat: 40.138186, Lng: -79.857778), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,774 (year 1993), Truck Traffic: 1%, Features Intersected: Johnson Av (was SR 3005), Facility Carried by Structure: SR0070
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Find on map >> Show street view
Structure Number: 41179, Location: ROSTRAVER TOWNSHIP (Lat: 40.139936, Lng: -79.853397), Route carried "under" structure: State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,658 (year 2021), Truck Traffic: 5%, Features Intersected: SR 3003,ROSS ST,SPEER RN, Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.901, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 41179, Location: ROSTRAVER TOWNSHIP (Lat: 40.139936, Lng: -79.853397), Route carried "under" structure: State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,658 (year 2021), Truck Traffic: 5%, Features Intersected: SR 3003,ROSS ST,SPEER RN, Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.901, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)