Bridge Statistics for Aspinwall, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 118ft / 35.5mTotal length
- $1,133,000Total costs
- 193,167Total average daily traffic
- 12,207Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Aspinwall
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
Find on map >> Show street view
Structure Number: 285, Location: 2 1/2 MI. N.E. GETTYSBURG (Lat: 39.858767, Lng: -77.198039), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,162 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,565 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.631, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 285, Location: 2 1/2 MI. N.E. GETTYSBURG (Lat: 39.858767, Lng: -77.198039), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,162 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,565 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.631, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $246,000, 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: 614, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494042, Lng: -79.903617), Route carried "on" structure: State highway 28, Year Built: 1965, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,659 (year 2032), Design Load: HS 20, Features Intersected: CENTER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.263, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $163,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 614, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494042, Lng: -79.903617), Route carried "on" structure: State highway 28, Year Built: 1965, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,659 (year 2032), Design Load: HS 20, Features Intersected: CENTER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.263, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $163,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "on" structure: State highway 28, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,659 (year 2032), Design Load: HS 20, Features Intersected: LEXINGTON & DELAFIELD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.263, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, 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: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $87,000, Total Project Cost: $399,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "on" structure: State highway 28, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,659 (year 2032), Design Load: HS 20, Features Intersected: LEXINGTON & DELAFIELD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.263, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, 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: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $87,000, Total Project Cost: $399,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 617, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494281, Lng: -79.903936), Route carried "on" structure: State highway 28, Year Built: 1965, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 28,188 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,607 (year 2032), Design Load: HS 20, Features Intersected: CENTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 617, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494281, Lng: -79.903936), Route carried "on" structure: State highway 28, Year Built: 1965, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 28,188 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 27,607 (year 2032), Design Load: HS 20, Features Intersected: CENTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "on" structure: State highway 28, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 31,512 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 36,029 (year 2032), Design Load: HL 93, Features Intersected: DELAFIELD RD.-LEXINGTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.211, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, 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: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "on" structure: State highway 28, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 31,512 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 36,029 (year 2032), Design Load: HL 93, Features Intersected: DELAFIELD RD.-LEXINGTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.211, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, 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: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 285, Location: SB RAMP TO HIGHLAND PK.BR (Lat: 40.495203, Lng: -79.907567), Route carried "on" structure: Ramp State highway , Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 10,082 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 24,385 (year 2032), Design Load: HS 20, Features Intersected: SR 0028 SB, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 285, Location: SB RAMP TO HIGHLAND PK.BR (Lat: 40.495203, Lng: -79.907567), Route carried "on" structure: Ramp State highway , Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 10,082 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 24,385 (year 2032), Design Load: HS 20, Features Intersected: SR 0028 SB, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $160,000, 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: 614, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494042, Lng: -79.903617), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 1%, Features Intersected: CENTER AVE., Facility Carried by Structure: SR 0028 NB
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 614, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494042, Lng: -79.903617), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 1%, Features Intersected: CENTER AVE., Facility Carried by Structure: SR 0028 NB
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1992), Truck Traffic: 1%, Features Intersected: LEXINGTON & DELAFIELD, Facility Carried by Structure: SR 28 NB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1992), Truck Traffic: 1%, Features Intersected: LEXINGTON & DELAFIELD, Facility Carried by Structure: SR 28 NB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1992), Truck Traffic: 1%, Features Intersected: LEXINGTON & DELAFIELD, Facility Carried by Structure: SR 28 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 615, Location: O/DELAFIELD & LEXINGTON (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1992), Truck Traffic: 1%, Features Intersected: LEXINGTON & DELAFIELD, Facility Carried by Structure: SR 28 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 617, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494281, Lng: -79.903936), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 1%, Features Intersected: CENTER AVE, Facility Carried by Structure: SR 0028 SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 617, Location: ASPINWALL OVER CENTER AVE (Lat: 40.494281, Lng: -79.903936), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 1%, Features Intersected: CENTER AVE, Facility Carried by Structure: SR 0028 SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1992), Truck Traffic: 1%, Features Intersected: DELAFIELD RD.-LEXINGTON, Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1992), Truck Traffic: 1%, Features Intersected: DELAFIELD RD.-LEXINGTON, Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1 (year 2004), Truck Traffic: 1%, Features Intersected: DELAFIELD RD.-LEXINGTON, Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 618, Location: O/DELAFLD.RD.-LXGTN.AVE. (Lat: 40.491667, Lng: -79.900000), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1 (year 2004), Truck Traffic: 1%, Features Intersected: DELAFIELD RD.-LEXINGTON, Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 285, Location: SB RAMP TO HIGHLAND PK.BR (Lat: 40.495203, Lng: -79.907567), Route carried "under" structure: State highway 28, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0028 SB, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 10.263, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 285, Location: SB RAMP TO HIGHLAND PK.BR (Lat: 40.495203, Lng: -79.907567), Route carried "under" structure: State highway 28, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 31,074 (year 2022), Truck Traffic: 6%, Features Intersected: SR 0028 SB, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 10.263, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)