Bridge Statistics for Fullerton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 200ft / 61.2mTotal length
- $1,535,000Total costs
- 648,893Total average daily traffic
- 32,295Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fullerton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 31950-1959
- 12000-2009
- 92010-2019
- Bridge Condition - Deck
- 11.1%Excellent
- 22.2%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 44.4%Very good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 22.2%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 60.0%Fair
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Structure Number: 22961, Location: 0.7 M.E.OF 15TH ST.EXIT (Lat: 40.624131, Lng: -75.490047), Route carried "on" structure: US 22, Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 88,412 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 113,423 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD.567* MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.566, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 65.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $128,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22961, Location: 0.7 M.E.OF 15TH ST.EXIT (Lat: 40.624131, Lng: -75.490047), Route carried "on" structure: US 22, Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 88,412 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 113,423 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD.567* MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.566, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 65.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $128,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22963, Location: 0.3 M.W.OF 7TH ST.EXIT (Lat: 40.624669, Lng: -75.488453), Route carried "on" structure: US 22, Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 88,412 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 113,423 (year 2032), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK *
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.367, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $157,000, Total Project Cost: $719,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22963, Location: 0.3 M.W.OF 7TH ST.EXIT (Lat: 40.624669, Lng: -75.488453), Route carried "on" structure: US 22, Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 88,412 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 113,423 (year 2032), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK *
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.367, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $157,000, Total Project Cost: $719,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23245, Location: INTERSECTION OF SR 1021 (Lat: 40.627606, Lng: -75.509722), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 16,356 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 19,825 (year 2032), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: SR 1017 (LR 39038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $172,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23245, Location: INTERSECTION OF SR 1021 (Lat: 40.627606, Lng: -75.509722), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 16,356 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 19,825 (year 2032), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: SR 1017 (LR 39038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $172,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23431, Location: WHITEHALL TOWNSHIP (Lat: 40.627219, Lng: -75.490708), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,000 (year 1980), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2000), Features Intersected: HELFRICH SPRING POND, Facility Carried by Structure: OLD MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23431, Location: WHITEHALL TOWNSHIP (Lat: 40.627219, Lng: -75.490708), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,000 (year 1980), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2000), Features Intersected: HELFRICH SPRING POND, Facility Carried by Structure: OLD MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 44035, Location: HELFRICH SPRINGS (Lat: 40.631519, Lng: -75.488644), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 11,500 (year 2028), Design Load: HL 93, Features Intersected: JORDAN CREEK, Facility Carried by Structure: MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44035, Location: HELFRICH SPRINGS (Lat: 40.631519, Lng: -75.488644), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 11,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 11,500 (year 2028), Design Load: HL 93, Features Intersected: JORDAN CREEK, Facility Carried by Structure: MICKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "on" structure: State highway 145, Year Built: 2013, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 36,965 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 50,836 (year 2032), Design Load: HL 93, Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.450, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.2 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: 34.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "on" structure: State highway 145, Year Built: 2013, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 36,965 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 50,836 (year 2032), Design Load: HL 93, Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.450, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.2 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: 34.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,012 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 27,432 (year 2032), Design Load: HL 93, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.704, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 46.7 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: 36.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,012 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 27,432 (year 2032), Design Load: HL 93, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.704, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 46.7 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: 36.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54677, Location: Lehigh River Bridge (Lat: 40.632378, Lng: -75.464983), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 19.54m (64.11ft), Average Daily Traffic: 101,210 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 134,014 (year 2038), Design Load: HL 93, Features Intersected: Lehigh River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.315, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54677, Location: Lehigh River Bridge (Lat: 40.632378, Lng: -75.464983), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 19.54m (64.11ft), Average Daily Traffic: 101,210 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 134,014 (year 2038), Design Load: HL 93, Features Intersected: Lehigh River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.315, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54678, Location: Lehigh Canal Bridge (Lat: 40.633161, Lng: -75.462483), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 101,210 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 109,216 (year 2032), Design Load: HL 93, Features Intersected: Leh. Canal, SR 1007, NSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.315, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54678, Location: Lehigh Canal Bridge (Lat: 40.633161, Lng: -75.462483), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 101,210 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 109,216 (year 2032), Design Load: HL 93, Features Intersected: Leh. Canal, SR 1007, NSR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.315, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22961, Location: 0.7 M.E.OF 15TH ST.EXIT (Lat: 40.624131, Lng: -75.490047), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Features Intersected: TWP.RD.567* MICKLEY ROAD, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 22961, Location: 0.7 M.E.OF 15TH ST.EXIT (Lat: 40.624131, Lng: -75.490047), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Features Intersected: TWP.RD.567* MICKLEY ROAD, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "under" structure: US 22, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 40,677 (year 2022), Truck Traffic: 12%, Features Intersected: US 22, Facility Carried by Structure: PA 145 (LR771)
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 9.790, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "under" structure: US 22, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 40,677 (year 2022), Truck Traffic: 12%, Features Intersected: US 22, Facility Carried by Structure: PA 145 (LR771)
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 9.790, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "under" structure: US 22, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 40,946 (year 2022), Truck Traffic: 9%, Features Intersected: US 22, Facility Carried by Structure: PA 145 (LR771)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.367, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 48165, Location: SEVENTH ST INTERCHANGE (Lat: 40.626444, Lng: -75.483464), Route carried "under" structure: US 22, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 40,946 (year 2022), Truck Traffic: 9%, Features Intersected: US 22, Facility Carried by Structure: PA 145 (LR771)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.367, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "under" structure: US 22, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 49,658 (year 2022), Truck Traffic: 4%, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 10.944, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "under" structure: US 22, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 49,658 (year 2022), Truck Traffic: 4%, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 10.944, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "under" structure: US 22, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 51,552 (year 2022), Truck Traffic: 4%, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 11.422, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 53631, Location: US22/FULLERTON INTERCHANG (Lat: 40.630858, Lng: -75.470083), Route carried "under" structure: US 22, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 51,552 (year 2022), Truck Traffic: 4%, Features Intersected: US 22 (LR 771), Facility Carried by Structure: SR 1015 (LR 39035)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 11.422, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 54678, Location: Lehigh Canal Bridge (Lat: 40.633161, Lng: -75.462483), Route carried "under" structure: Spur State highway , Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 4,283 (year 2022), Truck Traffic: 3%, Features Intersected: Leh. Canal, SR 1007, NSR, Facility Carried by Structure: US 22 (LR 771)
Minimum Vertical Clearance: 12.71m (41.70ft), Kilometerpoint: 1.732, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.5m (159.1ft)
Structure Number: 54678, Location: Lehigh Canal Bridge (Lat: 40.633161, Lng: -75.462483), Route carried "under" structure: Spur State highway , Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 4,283 (year 2022), Truck Traffic: 3%, Features Intersected: Leh. Canal, SR 1007, NSR, Facility Carried by Structure: US 22 (LR 771)
Minimum Vertical Clearance: 12.71m (41.70ft), Kilometerpoint: 1.732, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.5m (159.1ft)