Bridge Statistics for Bristol, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 240ft / 72.9mTotal length
- $12,746,000Total costs
- 455,127Total average daily traffic
- 91,514Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bristol
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 11920-1929
- 61930-1939
- 11940-1949
- 91950-1959
- 11970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.5%Very good
- 33.3%Good
- 14.3%Satisfactory
- 38.1%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 28.6%Very good
- 14.3%Good
- 38.1%Satisfactory
- 14.3%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 19.0%Good
- 38.1%Satisfactory
- 19.0%Fair
- 9.5%Poor
- Bridge Condition - Channel
- 18.8%Good
- 25.0%Satisfactory
- 37.5%Fair
- 18.8%Poor
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Poor
Find on map >> Show street view
Structure Number: 442, Location: 2 N YRKSPRG/TR.LATIMRE CR (Lat: 40.036022, Lng: -77.119789), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2030), Features Intersected: TRIB.TO LATIMORE CREEK, Facility Carried by Structure: TOWNHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 442, Location: 2 N YRKSPRG/TR.LATIMRE CR (Lat: 40.036022, Lng: -77.119789), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2030), Features Intersected: TRIB.TO LATIMORE CREEK, Facility Carried by Structure: TOWNHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 446, Location: .6 N SGL#249/BURMUDIAN CR (Lat: 40.000167, Lng: -77.073578), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2030), Design Load: HS 20, Features Intersected: BERMUDIAN CREEK, Facility Carried by Structure: BATEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $78,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 446, Location: .6 N SGL#249/BURMUDIAN CR (Lat: 40.000167, Lng: -77.073578), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2030), Design Load: HS 20, Features Intersected: BERMUDIAN CREEK, Facility Carried by Structure: BATEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $78,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 768, Location: THORNBURG BRIDGE (Lat: 40.440144, Lng: -80.082969), Route carried "on" structure: State highway 60, Year Built: 1980, Status: Open, Structure Length: 20.88m (68.50ft), Average Daily Traffic: 17,513 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 15,882 (year 2032), Design Load: HS 20, Features Intersected: P&O RR ,CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.756, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.90m (68.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $158,000, Total Project Cost: $724,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 768, Location: THORNBURG BRIDGE (Lat: 40.440144, Lng: -80.082969), Route carried "on" structure: State highway 60, Year Built: 1980, Status: Open, Structure Length: 20.88m (68.50ft), Average Daily Traffic: 17,513 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 15,882 (year 2032), Design Load: HS 20, Features Intersected: P&O RR ,CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.756, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.90m (68.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $158,000, Total Project Cost: $724,000, 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: 4393, Location: WEST OF KEGG (Lat: 39.973333, Lng: -78.755000), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 35%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 3012, LR 05032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $350,000, Total Project Cost: $1,603,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4393, Location: WEST OF KEGG (Lat: 39.973333, Lng: -78.755000), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 35%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 3012, LR 05032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $350,000, Total Project Cost: $1,603,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4394, Location: EAST OF NEW BALTIMORE (Lat: 39.973333, Lng: -78.750000), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20, Features Intersected: RAYSTOWN BR JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $351,000, Total Project Cost: $1,608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4394, Location: EAST OF NEW BALTIMORE (Lat: 39.973333, Lng: -78.750000), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20, Features Intersected: RAYSTOWN BR JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $351,000, Total Project Cost: $1,608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4415, Location: NEAR MANNS CHOICE (Lat: 40.017306, Lng: -78.593489), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 1994, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 101 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 397 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 4007 (LR 05097)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $264,000, Total Project Cost: $728,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4415, Location: NEAR MANNS CHOICE (Lat: 40.017306, Lng: -78.593489), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 1994, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 101 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 397 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 4007 (LR 05097)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $264,000, Total Project Cost: $728,000, 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: 4416, Location: EAST OF MANNS CHOICE (Lat: 40.024189, Lng: -78.580844), Route carried "on" structure: Interstate 70, Year Built: 1939, Year Reconstructed: 1992, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20, Features Intersected: RAYSTN BR JUNIATA, Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.1m (79.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $936,000, Total Project Cost: $4,291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4416, Location: EAST OF MANNS CHOICE (Lat: 40.024189, Lng: -78.580844), Route carried "on" structure: Interstate 70, Year Built: 1939, Year Reconstructed: 1992, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 31,200 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 36,560 (year 2030), Design Load: HS 20, Features Intersected: RAYSTN BR JUNIATA, Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.1m (79.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $936,000, Total Project Cost: $4,291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4418, Location: NEAR TR30 &TR31 JUNCTION (Lat: 40.036667, Lng: -78.570000), Route carried "on" structure: Interstate 76, Year Built: 1939, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Average Future Daily Traffic: 34,792 (year 2030), Design Load: HS 20, Features Intersected: Trib to Rays Br Juniata
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
Structure Number: 4418, Location: NEAR TR30 &TR31 JUNCTION (Lat: 40.036667, Lng: -78.570000), Route carried "on" structure: Interstate 76, Year Built: 1939, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Average Future Daily Traffic: 34,792 (year 2030), Design Load: HS 20, Features Intersected: Trib to Rays Br Juniata
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
Find on map >> Show street view
Structure Number: 4456, Location: NEAR BREEZEWOOD (Lat: 39.990000, Lng: -78.238333), Route carried "on" structure: Ramp Interstate 70, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 17,320 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 20,018 (year 2030), Design Load: HS 20, Features Intersected: SR 2035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 4456, Location: NEAR BREEZEWOOD (Lat: 39.990000, Lng: -78.238333), Route carried "on" structure: Ramp Interstate 70, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 17,320 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 20,018 (year 2030), Design Load: HS 20, Features Intersected: SR 2035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Find on map >> Show street view
Structure Number: 4461, Location: BEDFORD SPRINGS (Lat: 39.994378, Lng: -78.508664), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 334 (year 2041), Design Load: HL 93, Features Intersected: SHOBERS RUN, Facility Carried by Structure: T408, Sweetroot Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.11m (59.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4461, Location: BEDFORD SPRINGS (Lat: 39.994378, Lng: -78.508664), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 334 (year 2041), Design Load: HL 93, Features Intersected: SHOBERS RUN, Facility Carried by Structure: T408, Sweetroot Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.11m (59.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 4462, Location: 4 MI.SW. BEDFORD SPRINGS (Lat: 39.954525, Lng: -78.549533), Route carried "on" structure: City street , Year Built: 1953, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: H 10, Features Intersected: SHOBERS RUN, Facility Carried by Structure: T408, Sweetroot Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $261,000, Total Project Cost: $629,000, Deck Structure Type: Open Grating
Structure Number: 4462, Location: 4 MI.SW. BEDFORD SPRINGS (Lat: 39.954525, Lng: -78.549533), Route carried "on" structure: City street , Year Built: 1953, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: H 10, Features Intersected: SHOBERS RUN, Facility Carried by Structure: T408, Sweetroot Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $261,000, Total Project Cost: $629,000, Deck Structure Type: Open Grating
Find on map >> Show street view
Structure Number: 7158, Location: BRISTOL BOROUGH 43C11 (Lat: 40.100508, Lng: -74.845094), Route carried "on" structure: State highway , Year Built: 1911, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,596 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,113 (year 2032), Design Load: H 15, Features Intersected: ADAMS HOLLOW CREEK, Facility Carried by Structure: RADCLIFFE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7158, Location: BRISTOL BOROUGH 43C11 (Lat: 40.100508, Lng: -74.845094), Route carried "on" structure: State highway , Year Built: 1911, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,596 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,113 (year 2032), Design Load: H 15, Features Intersected: ADAMS HOLLOW CREEK, Facility Carried by Structure: RADCLIFFE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 7225, Location: 1MI.NORTH US 13 42K11 (Lat: 40.102964, Lng: -74.863956), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,386 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: BATH ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7225, Location: 1MI.NORTH US 13 42K11 (Lat: 40.102964, Lng: -74.863956), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,386 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: BATH ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 7227, Location: .5MI.TULLYTOWN BO. 42J04 (Lat: 40.138942, Lng: -74.874708), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 13,694 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 13,528 (year 2032), Design Load: HS 20, Features Intersected: QUEEN ANNE CREEK, Facility Carried by Structure: OXFORD VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 76.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $163,000, Total Project Cost: $745,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7227, Location: .5MI.TULLYTOWN BO. 42J04 (Lat: 40.138942, Lng: -74.874708), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 13,694 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 13,528 (year 2032), Design Load: HS 20, Features Intersected: QUEEN ANNE CREEK, Facility Carried by Structure: OXFORD VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 76.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $163,000, Total Project Cost: $745,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 7679, Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333, Lng: -74.858333), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 38,184 (year 2001), Truck Traffic: 18%, Average Future Daily Traffic: 44,962 (year 2030), Design Load: HS 20, Features Intersected: PA TPK RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 575.662, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $140,000, Total Project Cost: $642,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7679, Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333, Lng: -74.858333), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 38,184 (year 2001), Truck Traffic: 18%, Average Future Daily Traffic: 44,962 (year 2030), Design Load: HS 20, Features Intersected: PA TPK RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 575.662, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $140,000, Total Project Cost: $642,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 768, Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333, Lng: -74.850000), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 63,109 (year 2030), Design Load: HS 20, Features Intersected: T-346,BLOMSDAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $200,000, Total Project Cost: $918,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 768, Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333, Lng: -74.850000), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 63,109 (year 2030), Design Load: HS 20, Features Intersected: T-346,BLOMSDAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $200,000, Total Project Cost: $918,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 7681, Location: EAST OF DELAWARE VAL INTG (Lat: 40.121725, Lng: -74.847403), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 53,582 (year 2030), Design Load: HS 20, Features Intersected: BRISTOL IND.RR:DB-252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $408,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7681, Location: EAST OF DELAWARE VAL INTG (Lat: 40.121725, Lng: -74.847403), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 53,582 (year 2030), Design Load: HS 20, Features Intersected: BRISTOL IND.RR:DB-252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $408,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 7684, Location: .45MI S OF SR0013 3375-C5 (Lat: 40.096539, Lng: -74.860389), Route carried "on" structure: Alternate County highway , Year Built: 1883, Year Reconstructed: 2002, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,600 (year 2032), Design Load: HS 20, Features Intersected: Abandoned Railroad, Facility Carried by Structure: Old Route 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7684, Location: .45MI S OF SR0013 3375-C5 (Lat: 40.096539, Lng: -74.860389), Route carried "on" structure: Alternate County highway , Year Built: 1883, Year Reconstructed: 2002, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,600 (year 2032), Design Load: HS 20, Features Intersected: Abandoned Railroad, Facility Carried by Structure: Old Route 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 4421, Location: WINDSOR TWP (Lat: 39.959039, Lng: -76.610411), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,594 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,899 (year 2032), Design Load: HL 93, Features Intersected: KREUTZ CREEK, Facility Carried by Structure: SR 2001 wago rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4421, Location: WINDSOR TWP (Lat: 39.959039, Lng: -76.610411), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,594 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,899 (year 2032), Design Load: HL 93, Features Intersected: KREUTZ CREEK, Facility Carried by Structure: SR 2001 wago rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 44368, Location: Bristol ADC 3375-A5 (Lat: 40.096800, Lng: -74.869900), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 7,200 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 9,022 (year 2032), Features Intersected: Otter Creek, Facility Carried by Structure: Old Rt. 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021
Structure Number: 44368, Location: Bristol ADC 3375-A5 (Lat: 40.096800, Lng: -74.869900), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 7,200 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 9,022 (year 2032), Features Intersected: Otter Creek, Facility Carried by Structure: Old Rt. 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 45506, Location: .2 MI SOUTH US-13 3375A5 (Lat: 40.097058, Lng: -74.869906), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,187 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,832 (year 2032), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45506, Location: .2 MI SOUTH US-13 3375A5 (Lat: 40.097058, Lng: -74.869906), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,187 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,832 (year 2032), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48555, Location: 1.5 MI. S. I-276 3375B04 (Lat: 40.100581, Lng: -74.866914), Route carried "on" structure: US 13, Year Built: 2015, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 17,779 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 34,454 (year 2032), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: BRISTOL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.036, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48555, Location: 1.5 MI. S. I-276 3375B04 (Lat: 40.100581, Lng: -74.866914), Route carried "on" structure: US 13, Year Built: 2015, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 17,779 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 34,454 (year 2032), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: BRISTOL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.036, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 55718, Location: West of Int. for Rt. 13 (Lat: 40.124639, Lng: -74.860750), Route carried "on" structure: Interstate 276, Year Built: 2017, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 53,582 (year 2030), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 575.051, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 47.5m (155.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 46.3 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: 35.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55718, Location: West of Int. for Rt. 13 (Lat: 40.124639, Lng: -74.860750), Route carried "on" structure: Interstate 276, Year Built: 2017, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 46,280 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 53,582 (year 2030), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 575.051, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 47.5m (155.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 46.3 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: 35.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 67549, Location: DELA RIVER BRIDGE PLAZA (Lat: 40.118583, Lng: -74.846806), Route carried "on" structure: Ramp Interstate 276, Year Built: 2020, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 42,834 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 52,627 (year 2030), Design Load: HS 20, Features Intersected: T-317 (Ellwood Ave)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 31 degrees, Material/Design: Steel, 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: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67549, Location: DELA RIVER BRIDGE PLAZA (Lat: 40.118583, Lng: -74.846806), Route carried "on" structure: Ramp Interstate 276, Year Built: 2020, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 42,834 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 52,627 (year 2030), Design Load: HS 20, Features Intersected: T-317 (Ellwood Ave)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 31 degrees, Material/Design: Steel, 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: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 7679, Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333, Lng: -74.858333), Route carried "under" structure: Ramp Other road , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 12,901 (year 1997), Truck Traffic: 17%, Features Intersected: PA TPK RAMPS, Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Toll: On toll road, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 7679, Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333, Lng: -74.858333), Route carried "under" structure: Ramp Other road , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 12,901 (year 1997), Truck Traffic: 17%, Features Intersected: PA TPK RAMPS, Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Toll: On toll road, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.2m (40.0ft)
Find on map >> Show street view
Structure Number: 768, Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333, Lng: -74.850000), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 200 (year 2014), Features Intersected: T-346,BLOMSDAL RD, Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 768, Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333, Lng: -74.850000), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 200 (year 2014), Features Intersected: T-346,BLOMSDAL RD, Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)