Bridge Statistics for South Waverly, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 177ft / 53.9mTotal length
- $5,310,000Total costs
- 117,284Total average daily traffic
- 9,648Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Waverly
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 11950-1959
- 31960-1969
- 81970-1979
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 7.7%Excellent
- 7.7%Very good
- 15.4%Good
- 30.8%Satisfactory
- 38.5%Fair
- Bridge Condition - Superstructure
- 7.7%Excellent
- 7.7%Very good
- 15.4%Good
- 30.8%Satisfactory
- 38.5%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 7.7%Good
- 30.8%Satisfactory
- 53.8%Fair
- Bridge Condition - Channel
- 9.1%Good
- 27.3%Satisfactory
- 45.5%Fair
- 18.2%Poor
Find on map >> Show street view
Structure Number: 4291, Location: 1 MI.W.OF PALO ALTO (Lat: 39.767983, Lng: -78.763411), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 255 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: GLADDENS RUN, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4291, Location: 1 MI.W.OF PALO ALTO (Lat: 39.767983, Lng: -78.763411), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 255 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: GLADDENS RUN, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 542, Location: BERKLEY (Lat: 40.427464, Lng: -75.927739), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Design Load: HL 93, Features Intersected: WILLOW CREEK, Facility Carried by Structure: WILLOW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 57.0 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: 43.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 542, Location: BERKLEY (Lat: 40.427464, Lng: -75.927739), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Design Load: HL 93, Features Intersected: WILLOW CREEK, Facility Carried by Structure: WILLOW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 57.0 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: 43.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, 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: 5421, Location: NORTH OF US 222 (Lat: 40.437514, Lng: -75.909919), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 472 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 661 (year 2005), Features Intersected: WILLOW CREEK, Facility Carried by Structure: DRIES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5421, Location: NORTH OF US 222 (Lat: 40.437514, Lng: -75.909919), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 472 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 661 (year 2005), Features Intersected: WILLOW CREEK, Facility Carried by Structure: DRIES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 616, Location: SOUTH WAVERLY BORO (Lat: 41.993942, Lng: -76.548461), Route carried "on" structure: US 220, Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 13,465 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 16,322 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO CHEMUNG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.432, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 616, Location: SOUTH WAVERLY BORO (Lat: 41.993942, Lng: -76.548461), Route carried "on" structure: US 220, Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 13,465 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 16,322 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO CHEMUNG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.432, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 6519, Location: CHEMUNG RIVER BRIDGE (Lat: 41.986767, Lng: -76.553883), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 8,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 6,703 (year 2032), Design Load: HS 20, Features Intersected: OVER CHEMUNG RIVER, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.00m (72.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $218,000, Total Project Cost: $999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6519, Location: CHEMUNG RIVER BRIDGE (Lat: 41.986767, Lng: -76.553883), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 8,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 6,703 (year 2032), Design Load: HS 20, Features Intersected: OVER CHEMUNG RIVER, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.00m (72.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $218,000, Total Project Cost: $999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 8,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 6,703 (year 2032), Design Load: HS 20, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.113, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 8,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 6,703 (year 2032), Design Load: HS 20, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.113, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 6895, Location: .5MI.TO LR 09007 41C05 (Lat: 40.134544, Lng: -74.979533), Route carried "on" structure: State highway 132, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 53,787 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 55,936 (year 2032), Design Load: HS 20, Features Intersected: CSX, Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.623, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6895, Location: .5MI.TO LR 09007 41C05 (Lat: 40.134544, Lng: -74.979533), Route carried "on" structure: State highway 132, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 53,787 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 55,936 (year 2032), Design Load: HS 20, Features Intersected: CSX, Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.623, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 16312, Location: CONNEAUT TOWNSHIP (Lat: 41.870169, Lng: -80.409128), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 348 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 412 (year 2032), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK W BR, Facility Carried by Structure: SR 3011,KNAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16312, Location: CONNEAUT TOWNSHIP (Lat: 41.870169, Lng: -80.409128), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 348 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 412 (year 2032), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK W BR, Facility Carried by Structure: SR 3011,KNAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16345, Location: WASHINGTON TOWNSHIP (Lat: 41.862367, Lng: -80.121878), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 890 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,190 (year 2032), Design Load: HS 20, Features Intersected: OVER DARROWS CREEK, Facility Carried by Structure: SR 3022,KINTER HL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $25,000, Total Project Cost: $43,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16345, Location: WASHINGTON TOWNSHIP (Lat: 41.862367, Lng: -80.121878), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 890 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,190 (year 2032), Design Load: HS 20, Features Intersected: OVER DARROWS CREEK, Facility Carried by Structure: SR 3022,KINTER HL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $25,000, Total Project Cost: $43,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16714, Location: PERRY TOWNSHIP (Lat: 40.126189, Lng: -79.741403), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 292 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACOBS CREEK, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16714, Location: PERRY TOWNSHIP (Lat: 40.126189, Lng: -79.741403), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 292 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACOBS CREEK, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 30662, Location: 2 MI. NORTH OF SNYDERS (Lat: 40.740933, Lng: -75.888533), Route carried "on" structure: State highway 309, Year Built: 1930, Year Reconstructed: 1951, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,253 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,861 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO KERSHNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: September 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $86,000, Total Project Cost: $395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30662, Location: 2 MI. NORTH OF SNYDERS (Lat: 40.740933, Lng: -75.888533), Route carried "on" structure: State highway 309, Year Built: 1930, Year Reconstructed: 1951, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,253 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,861 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO KERSHNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: September 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $86,000, Total Project Cost: $395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 33581, Location: 1.7 MI SOUTH OF LINNTOWN (Lat: 40.933886, Lng: -76.901633), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 773 (year 2043), Design Load: HS 20+Mod, Features Intersected: TURTLE CREEK, Facility Carried by Structure: T-432
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $83,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33581, Location: 1.7 MI SOUTH OF LINNTOWN (Lat: 40.933886, Lng: -76.901633), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 773 (year 2043), Design Load: HS 20+Mod, Features Intersected: TURTLE CREEK, Facility Carried by Structure: T-432
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $83,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 54534, Location: VILLAGE OF WILAWANA (Lat: 41.987631, Lng: -76.616972), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,051 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,025 (year 2037), Design Load: HL 93, Features Intersected: ORCUTT CREEK, Facility Carried by Structure: S.R. 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54534, Location: VILLAGE OF WILAWANA (Lat: 41.987631, Lng: -76.616972), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,051 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,025 (year 2037), Design Load: HL 93, Features Intersected: ORCUTT CREEK, Facility Carried by Structure: S.R. 4022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 5505, Location: 0.9 MI E JCT RTS 17 + 220 (Lat: 41.999564, Lng: -76.534817), Route carried "on" structure: Bypass Other road , Year Built: 1973, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,219 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,220 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 17, Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,379,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $3,773,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5505, Location: 0.9 MI E JCT RTS 17 + 220 (Lat: 41.999564, Lng: -76.534817), Route carried "on" structure: Bypass Other road , Year Built: 1973, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,219 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,220 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 17, Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,379,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $3,773,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "under" structure: US 220, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,407 (year 2021), Truck Traffic: 9%, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 55.432, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "under" structure: US 220, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,407 (year 2021), Truck Traffic: 9%, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 55.432, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Find on map >> Show street view
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "under" structure: US 220, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,058 (year 2021), Truck Traffic: 8%, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 55.421, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 652, Location: 1 MI WEST OF SAYRE BORO (Lat: 41.988978, Lng: -76.548714), Route carried "under" structure: US 220, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,058 (year 2021), Truck Traffic: 8%, Features Intersected: SR 220, Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 55.421, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Find on map >> Show street view
Structure Number: 5505, Location: 0.9 MI E JCT RTS 17 + 220 (Lat: 41.999564, Lng: -76.534817), Route carried "under" structure: State highway 17, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,007 (year 1999), Features Intersected: RTE 17, Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 5505, Location: 0.9 MI E JCT RTS 17 + 220 (Lat: 41.999564, Lng: -76.534817), Route carried "under" structure: State highway 17, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,007 (year 1999), Features Intersected: RTE 17, Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)