Bridge Statistics for Allentown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 121Number of bridges
- 1,614ft / 492mTotal length
- $40,205,000Total costs
- 2,391,792Total average daily traffic
- 257,354Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Allentown
- No street view available for this location
- New bridges - historical statistics
- 6Before 1900
- 51910-1919
- 71920-1929
- 41930-1939
- 31940-1949
- 371950-1959
- 41960-1969
- 31970-1979
- 331980-1989
- 61990-1999
- 12000-2009
- 112010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 61970-1979
- 91980-1989
- 91990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 1.4%Excellent
- 8.6%Very good
- 38.6%Good
- 25.7%Satisfactory
- 18.6%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 2.6%Excellent
- 11.8%Very good
- 19.7%Good
- 31.6%Satisfactory
- 22.4%Fair
- 10.5%Poor
- 1.3%Critical
- Bridge Condition - Substructure
- 1.3%Excellent
- 6.6%Very good
- 26.3%Good
- 35.5%Satisfactory
- 28.9%Fair
- 1.3%Poor
- Bridge Condition - Channel
- 14.0%Very good
- 8.8%Good
- 29.8%Satisfactory
- 31.6%Fair
- 15.8%Poor
- Bridge Condition - Culverts
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 44.4%Fair
Find on map >> Show street view
Structure Number: 48371, Location: SE OF MLK JR. DRIVE (Lat: 40.591089, Lng: -75.482322), Route carried "on" structure: City street 7301, Year Built: 2013, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 20,000 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,000 (year 2023), Design Load: HL 93, Features Intersected: LITTLE LEHIGH CREEK, Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 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: 38.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48371, Location: SE OF MLK JR. DRIVE (Lat: 40.591089, Lng: -75.482322), Route carried "on" structure: City street 7301, Year Built: 2013, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 20,000 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,000 (year 2023), Design Load: HL 93, Features Intersected: LITTLE LEHIGH CREEK, Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 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: 38.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48805, Location: CEDAR CREEK FARM (Lat: 40.597225, Lng: -75.553083), Route carried "on" structure: Bypass City street , Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2020), Design Load: HS 20, Features Intersected: LITTLE CEDAR CREEK, Facility Carried by Structure: DYLAN DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 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: Better than present minimum 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48805, Location: CEDAR CREEK FARM (Lat: 40.597225, Lng: -75.553083), Route carried "on" structure: Bypass City street , Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2020), Design Load: HS 20, Features Intersected: LITTLE CEDAR CREEK, Facility Carried by Structure: DYLAN DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 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: Better than present minimum 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: September 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: 48897, Location: NEAR ST ELMO STREET (Lat: 40.592256, Lng: -75.497539), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,700 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2020), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48897, Location: NEAR ST ELMO STREET (Lat: 40.592256, Lng: -75.497539), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,700 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2020), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 52791, Location: 0.10mi NE Fullerton Ave (Lat: 40.619153, Lng: -75.459608), Route carried "on" structure: City street 7301, Year Built: 2015, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 7,500 (year 2030), Design Load: HL 93, Features Intersected: Jordan Dr/Corman RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52791, Location: 0.10mi NE Fullerton Ave (Lat: 40.619153, Lng: -75.459608), Route carried "on" structure: City street 7301, Year Built: 2015, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 7,500 (year 2030), Design Load: HL 93, Features Intersected: Jordan Dr/Corman RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 52792, Location: 0.25mi NE Fullerton Ave (Lat: 40.622903, Lng: -75.458361), Route carried "on" structure: City street 7301, Year Built: 2015, Status: Open, Structure Length: 21.55m (70.70ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 7,500 (year 2030), Design Load: HL 93, Features Intersected: Lehigh River/SR 1007/RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2019, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52792, Location: 0.25mi NE Fullerton Ave (Lat: 40.622903, Lng: -75.458361), Route carried "on" structure: City street 7301, Year Built: 2015, Status: Open, Structure Length: 21.55m (70.70ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 7,500 (year 2030), Design Load: HL 93, Features Intersected: Lehigh River/SR 1007/RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2019, Underwater Inspection Date: April 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: 53911, Location: HAMILTON ST. (Lat: 40.594167, Lng: -75.500656), Route carried "on" structure: State highway 222, Year Built: 2019, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 10,962 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,909 (year 2032), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Hamilton St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.259, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 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: 46.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53911, Location: HAMILTON ST. (Lat: 40.594167, Lng: -75.500656), Route carried "on" structure: State highway 222, Year Built: 2019, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 10,962 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,909 (year 2032), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Hamilton St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.259, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 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: 46.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 56016, Location: CEDAR CREST @ SR 2008 (Lat: 40.589411, Lng: -75.524931), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 15,339 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,490 (year 2037), Design Load: HL 93, Features Intersected: LITTLE CEDAR CREEK, Facility Carried by Structure: SR 1019(LR 557)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.364, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Very good, Culverts: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 56016, Location: CEDAR CREST @ SR 2008 (Lat: 40.589411, Lng: -75.524931), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 15,339 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,490 (year 2037), Design Load: HL 93, Features Intersected: LITTLE CEDAR CREEK, Facility Carried by Structure: SR 1019(LR 557)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.364, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Very good, Culverts: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 56985, Location: North of Chapel Ave (Lat: 40.582808, Lng: -75.449703), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 1980), Truck Traffic: 1%, Average Future Daily Traffic: 634 (year 2030), Design Load: HS 25 or greater, Features Intersected: Trout Creek, Facility Carried by Structure: South Albert St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 56985, Location: North of Chapel Ave (Lat: 40.582808, Lng: -75.449703), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 1980), Truck Traffic: 1%, Average Future Daily Traffic: 634 (year 2030), Design Load: HS 25 or greater, Features Intersected: Trout Creek, Facility Carried by Structure: South Albert St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 57204, Location: MP 58.88 on I-476 (Lat: 40.614972, Lng: -75.577222), Route carried "on" structure: Interstate 476, Year Built: 1955, Year Reconstructed: 2019, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 30,563 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 41,677 (year 2030), Design Load: HL 93, Features Intersected: SR 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.758, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57204, Location: MP 58.88 on I-476 (Lat: 40.614972, Lng: -75.577222), Route carried "on" structure: Interstate 476, Year Built: 1955, Year Reconstructed: 2019, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 30,563 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 41,677 (year 2030), Design Load: HL 93, Features Intersected: SR 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.758, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 67612, Location: Between 3rd & 4th (Lat: 40.610306, Lng: -75.465400), Route carried "on" structure: City street G00T, Year Built: 2020, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 5,751 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,329 (year 2040), Design Load: HL 93, Features Intersected: Jordan Creek, Facility Carried by Structure: Gordon Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 52.2 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 67612, Location: Between 3rd & 4th (Lat: 40.610306, Lng: -75.465400), Route carried "on" structure: City street G00T, Year Built: 2020, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 5,751 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,329 (year 2040), Design Load: HL 93, Features Intersected: Jordan Creek, Facility Carried by Structure: Gordon Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 52.2 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 22949, Location: US 22 OVER T-514 (Lat: 40.605125, Lng: -75.545472), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 1994), Truck Traffic: 1%, Features Intersected: T-514(SPRINGHOUSE RD.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 22949, Location: US 22 OVER T-514 (Lat: 40.605125, Lng: -75.545472), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 1994), Truck Traffic: 1%, Features Intersected: T-514(SPRINGHOUSE RD.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Find on map >> Show street view
Structure Number: 2295, Location: US 22 OVER 28TH ST. (Lat: 40.610133, Lng: -75.524783), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 900 (year 1994), Truck Traffic: 2%, Features Intersected: T-862(28TH ST.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 2295, Location: US 22 OVER 28TH ST. (Lat: 40.610133, Lng: -75.524783), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 900 (year 1994), Truck Traffic: 2%, Features Intersected: T-862(28TH ST.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Find on map >> Show street view
Structure Number: 22952, Location: US 22 OVER WHITEHALL AVE. (Lat: 40.611819, Lng: -75.518017), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,450 (year 1994), Truck Traffic: 1%, Features Intersected: T-616(WHITEHALL AVE.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 22952, Location: US 22 OVER WHITEHALL AVE. (Lat: 40.611819, Lng: -75.518017), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,450 (year 1994), Truck Traffic: 1%, Features Intersected: T-616(WHITEHALL AVE.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 22955, Location: OVER 19TH ST./ ROTH AVE. (Lat: 40.615808, Lng: -75.506089), Route carried "under" structure: State highway , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 6,592 (year 2022), Truck Traffic: 2%, Features Intersected: LR 163* ROTH AVE.&19TH S, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.758, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 22955, Location: OVER 19TH ST./ ROTH AVE. (Lat: 40.615808, Lng: -75.506089), Route carried "under" structure: State highway , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 6,592 (year 2022), Truck Traffic: 2%, Features Intersected: LR 163* ROTH AVE.&19TH S, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.758, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Find on map >> Show street view
Structure Number: 22955, Location: OVER 19TH ST./ ROTH AVE. (Lat: 40.615808, Lng: -75.506089), Route carried "under" structure: State highway , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 10,746 (year 2022), Truck Traffic: 3%, Features Intersected: LR 163* ROTH AVE.&19TH S, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.414, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 22955, Location: OVER 19TH ST./ ROTH AVE. (Lat: 40.615808, Lng: -75.506089), Route carried "under" structure: State highway , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 10,746 (year 2022), Truck Traffic: 3%, Features Intersected: LR 163* ROTH AVE.&19TH S, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.414, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Find on map >> Show street view
Structure Number: 22957, Location: 15TH ST.INTERCHANGE (Lat: 40.618500, Lng: -75.501122), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 1994), Truck Traffic: 2%, Features Intersected: TWP.RD.603* 15TH STREET, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 22957, Location: 15TH ST.INTERCHANGE (Lat: 40.618500, Lng: -75.501122), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 1994), Truck Traffic: 2%, Features Intersected: TWP.RD.603* 15TH STREET, Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 22976, Location: US 22 OVER IRVING ST. (Lat: 40.638100, Lng: -75.447147), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 1994), Truck Traffic: 1%, Features Intersected: T-638(IRVING ST.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 22976, Location: US 22 OVER IRVING ST. (Lat: 40.638100, Lng: -75.447147), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 1994), Truck Traffic: 1%, Features Intersected: T-638(IRVING ST.), Facility Carried by Structure: US 22(LR 771)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 2305, Location: 0.8 M.S.OF CEDAR CREST (Lat: 40.566142, Lng: -75.502544), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,662 (year 2022), Truck Traffic: 2%, Features Intersected: SR 2010 & LT LEHIGH CR, Facility Carried by Structure: I-78 & PA 309
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.921, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 70.4m (231.0ft)
Structure Number: 2305, Location: 0.8 M.S.OF CEDAR CREST (Lat: 40.566142, Lng: -75.502544), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,662 (year 2022), Truck Traffic: 2%, Features Intersected: SR 2010 & LT LEHIGH CR, Facility Carried by Structure: I-78 & PA 309
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.921, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 70.4m (231.0ft)
Find on map >> Show street view
Structure Number: 23052, Location: OVER OXFORD DRIVE (Lat: 40.565717, Lng: -75.497408), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 12,135 (year 2020), Truck Traffic: 2%, Features Intersected: SR 2007 (LR 39016), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 1.138, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 23052, Location: OVER OXFORD DRIVE (Lat: 40.565717, Lng: -75.497408), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 12,135 (year 2020), Truck Traffic: 2%, Features Intersected: SR 2007 (LR 39016), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 1.138, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft)
Find on map >> Show street view
Structure Number: 23056, Location: LEHIGH ST.EXIT 57(18A) (Lat: 40.564350, Lng: -75.484872), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 11,547 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2005 (LR 158)LEHIGH, Facility Carried by Structure: I- 78(LR 1045)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 5.221, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 23056, Location: LEHIGH ST.EXIT 57(18A) (Lat: 40.564350, Lng: -75.484872), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 11,547 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2005 (LR 158)LEHIGH, Facility Carried by Structure: I- 78(LR 1045)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 5.221, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 23056, Location: LEHIGH ST.EXIT 57(18A) (Lat: 40.564350, Lng: -75.484872), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 11,889 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2005 (LR 158)LEHIGH, Facility Carried by Structure: I- 78(LR 1045)
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 5.211, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 23056, Location: LEHIGH ST.EXIT 57(18A) (Lat: 40.564350, Lng: -75.484872), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 11,889 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2005 (LR 158)LEHIGH, Facility Carried by Structure: I- 78(LR 1045)
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 5.211, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 23059, Location: EMMAUS AVE.EXIT #58(18B) (Lat: 40.563475, Lng: -75.475981), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,382 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2002 (LR 39013), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.451, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 23059, Location: EMMAUS AVE.EXIT #58(18B) (Lat: 40.563475, Lng: -75.475981), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,382 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2002 (LR 39013), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.451, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Find on map >> Show street view
Structure Number: 23059, Location: EMMAUS AVE.EXIT #58(18B) (Lat: 40.563475, Lng: -75.475981), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,382 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2002 (LR 39013), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 2.451, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 23059, Location: EMMAUS AVE.EXIT #58(18B) (Lat: 40.563475, Lng: -75.475981), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,382 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2002 (LR 39013), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 2.451, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Find on map >> Show street view
Structure Number: 2307, Location: SUMMIT LAWN EXIT #59(19) (Lat: 40.560225, Lng: -75.450261), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 52,389 (year 2022), Truck Traffic: 17%, Features Intersected: I-78 & PA 309, Facility Carried by Structure: SR2059(W.ROCK RD.)
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 24.734, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 2307, Location: SUMMIT LAWN EXIT #59(19) (Lat: 40.560225, Lng: -75.450261), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 52,389 (year 2022), Truck Traffic: 17%, Features Intersected: I-78 & PA 309, Facility Carried by Structure: SR2059(W.ROCK RD.)
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 24.734, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Find on map >> Show street view
Structure Number: 2307, Location: SUMMIT LAWN EXIT #59(19) (Lat: 40.560225, Lng: -75.450261), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 48,475 (year 2022), Truck Traffic: 13%, Features Intersected: I-78 & PA 309, Facility Carried by Structure: SR2059(W.ROCK RD.)
Minimum Vertical Clearance: 8.69m (28.51ft), Kilometerpoint: 24.676, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 2307, Location: SUMMIT LAWN EXIT #59(19) (Lat: 40.560225, Lng: -75.450261), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 48,475 (year 2022), Truck Traffic: 13%, Features Intersected: I-78 & PA 309, Facility Carried by Structure: SR2059(W.ROCK RD.)
Minimum Vertical Clearance: 8.69m (28.51ft), Kilometerpoint: 24.676, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Find on map >> Show street view
Structure Number: 23073, Location: I-78 OVER VERA CRUZ RD. (Lat: 40.556958, Lng: -75.439369), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,313 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2023(LR 39107), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 7.20m (23.62ft), Kilometerpoint: 15.786, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 23073, Location: I-78 OVER VERA CRUZ RD. (Lat: 40.556958, Lng: -75.439369), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 7,313 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2023(LR 39107), Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 7.20m (23.62ft), Kilometerpoint: 15.786, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
Find on map >> Show street view
Structure Number: 23107, Location: PA.145SB OVER PA.309NB. (Lat: 40.557553, Lng: -75.436464), Route carried "under" structure: State highway 309, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 26,875 (year 2022), Truck Traffic: 8%, Features Intersected: PA 309 NB(LR 781), Facility Carried by Structure: PA 145SB(LR 153)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 7.569, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 23107, Location: PA.145SB OVER PA.309NB. (Lat: 40.557553, Lng: -75.436464), Route carried "under" structure: State highway 309, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 26,875 (year 2022), Truck Traffic: 8%, Features Intersected: PA 309 NB(LR 781), Facility Carried by Structure: PA 145SB(LR 153)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 7.569, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Find on map >> Show street view
Structure Number: 23111, Location: OVER SUMNER AVE. (Lat: 40.616853, Lng: -75.478678), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 1994), Truck Traffic: 1%, Features Intersected: SUMNER AVE., Facility Carried by Structure: PA 145 (LR 555)
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 23111, Location: OVER SUMNER AVE. (Lat: 40.616853, Lng: -75.478678), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 1994), Truck Traffic: 1%, Features Intersected: SUMNER AVE., Facility Carried by Structure: PA 145 (LR 555)
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Find on map >> Show street view
Structure Number: 23151, Location: PA.309 OVER I-78 (Lat: 40.554533, Lng: -75.431894), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 30,879 (year 2021), Truck Traffic: 29%, Features Intersected: I-78 (LR 1045), Facility Carried by Structure: SR 309(LR 153)
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 26.274, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 23151, Location: PA.309 OVER I-78 (Lat: 40.554533, Lng: -75.431894), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 30,879 (year 2021), Truck Traffic: 29%, Features Intersected: I-78 (LR 1045), Facility Carried by Structure: SR 309(LR 153)
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 26.274, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Find on map >> Show street view
Structure Number: 23151, Location: PA.309 OVER I-78 (Lat: 40.554533, Lng: -75.431894), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 36,659 (year 2021), Truck Traffic: 22%, Features Intersected: I-78 (LR 1045), Facility Carried by Structure: SR 309(LR 153)
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 26.342, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 23151, Location: PA.309 OVER I-78 (Lat: 40.554533, Lng: -75.431894), Route carried "under" structure: Interstate 78, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 36,659 (year 2021), Truck Traffic: 22%, Features Intersected: I-78 (LR 1045), Facility Carried by Structure: SR 309(LR 153)
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 26.342, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Find on map >> Show street view
Structure Number: 23153, Location: PA.309NB OVER VERA CRUZ (Lat: 40.558017, Lng: -75.439075), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 7,313 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2023 (LR 39107), Facility Carried by Structure: PA 309 NB (LR 781)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 15.786, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 23153, Location: PA.309NB OVER VERA CRUZ (Lat: 40.558017, Lng: -75.439075), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 7,313 (year 2022), Truck Traffic: 4%, Features Intersected: SR 2023 (LR 39107), Facility Carried by Structure: PA 309 NB (LR 781)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 15.786, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Find on map >> Show street view
Structure Number: 23216, Location: TILGHMAN ST BRIDGE (Lat: 40.614414, Lng: -75.466908), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 900 (year 1994), Truck Traffic: 1%, Features Intersected: JORDAN CREEK & STREETS, Facility Carried by Structure: SR 1002 (LR 157)
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 23216, Location: TILGHMAN ST BRIDGE (Lat: 40.614414, Lng: -75.466908), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 900 (year 1994), Truck Traffic: 1%, Features Intersected: JORDAN CREEK & STREETS, Facility Carried by Structure: SR 1002 (LR 157)
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Find on map >> Show street view
Structure Number: 23216, Location: TILGHMAN ST BRIDGE (Lat: 40.614414, Lng: -75.466908), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 6,540 (year 1996), Truck Traffic: 2%, Features Intersected: JORDAN CREEK & STREETS, Facility Carried by Structure: SR 1002 (LR 157)
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 23216, Location: TILGHMAN ST BRIDGE (Lat: 40.614414, Lng: -75.466908), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 6,540 (year 1996), Truck Traffic: 2%, Features Intersected: JORDAN CREEK & STREETS, Facility Carried by Structure: SR 1002 (LR 157)
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Find on map >> Show street view
Structure Number: 23217, Location: TILGHMAN ST.VIADUCT (Lat: 40.616417, Lng: -75.459436), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 865 (year 1994), Truck Traffic: 1%, Features Intersected: LEHIGH RIVER CORMAN RR, Facility Carried by Structure: SR1002TILGHMAN/157
Minimum Vertical Clearance: 10.57m (34.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 23217, Location: TILGHMAN ST.VIADUCT (Lat: 40.616417, Lng: -75.459436), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 865 (year 1994), Truck Traffic: 1%, Features Intersected: LEHIGH RIVER CORMAN RR, Facility Carried by Structure: SR1002TILGHMAN/157
Minimum Vertical Clearance: 10.57m (34.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 56.4m (185.0ft)
Find on map >> Show street view
Structure Number: 23217, Location: TILGHMAN ST.VIADUCT (Lat: 40.616417, Lng: -75.459436), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 760 (year 1994), Truck Traffic: 1%, Features Intersected: LEHIGH RIVER CORMAN RR, Facility Carried by Structure: SR1002TILGHMAN/157
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 23217, Location: TILGHMAN ST.VIADUCT (Lat: 40.616417, Lng: -75.459436), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 760 (year 1994), Truck Traffic: 1%, Features Intersected: LEHIGH RIVER CORMAN RR, Facility Carried by Structure: SR1002TILGHMAN/157
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 56.4m (185.0ft)
Find on map >> Show street view
Structure Number: 2325, Location: CEDAR CREST INTERCHANGE (Lat: 40.609600, Lng: -75.531681), Route carried "under" structure: US 22, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 45,690 (year 2022), Truck Traffic: 5%, Features Intersected: US 22(LR 771), Facility Carried by Structure: SR 1019 (LR 557)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 5.742, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 2325, Location: CEDAR CREST INTERCHANGE (Lat: 40.609600, Lng: -75.531681), Route carried "under" structure: US 22, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 45,690 (year 2022), Truck Traffic: 5%, Features Intersected: US 22(LR 771), Facility Carried by Structure: SR 1019 (LR 557)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 5.742, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Find on map >> Show street view
Structure Number: 2325, Location: CEDAR CREST INTERCHANGE (Lat: 40.609600, Lng: -75.531681), Route carried "under" structure: US 22, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 42,722 (year 2022), Truck Traffic: 5%, Features Intersected: US 22(LR 771), Facility Carried by Structure: SR 1019 (LR 557)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 6.317, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 2325, Location: CEDAR CREST INTERCHANGE (Lat: 40.609600, Lng: -75.531681), Route carried "under" structure: US 22, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 42,722 (year 2022), Truck Traffic: 5%, Features Intersected: US 22(LR 771), Facility Carried by Structure: SR 1019 (LR 557)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 6.317, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Find on map >> Show street view
Structure Number: 23319, Location: OAKHURST DR. OVER I-78 (Lat: 40.563522, Lng: -75.415389), Route carried "under" structure: Interstate 78, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 30,879 (year 2021), Truck Traffic: 29%, Features Intersected: I-78(LR 1045), Facility Carried by Structure: SR2038(LR 39076)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 28.698, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 23319, Location: OAKHURST DR. OVER I-78 (Lat: 40.563522, Lng: -75.415389), Route carried "under" structure: Interstate 78, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 30,879 (year 2021), Truck Traffic: 29%, Features Intersected: I-78(LR 1045), Facility Carried by Structure: SR2038(LR 39076)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 28.698, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Find on map >> Show street view
Structure Number: 23319, Location: OAKHURST DR. OVER I-78 (Lat: 40.563522, Lng: -75.415389), Route carried "under" structure: Interstate 78, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 36,659 (year 2021), Truck Traffic: 22%, Features Intersected: I-78(LR 1045), Facility Carried by Structure: SR2038(LR 39076)
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 28.730, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 23319, Location: OAKHURST DR. OVER I-78 (Lat: 40.563522, Lng: -75.415389), Route carried "under" structure: Interstate 78, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 36,659 (year 2021), Truck Traffic: 22%, Features Intersected: I-78(LR 1045), Facility Carried by Structure: SR2038(LR 39076)
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 28.730, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Find on map >> Show street view
Structure Number: 23331, Location: ALBERTUS MEYERS BRIDGE (Lat: 40.596128, Lng: -75.471006), Route carried "under" structure: City street , Year Built: 1913, Structure Length: 0. m, Average Daily Traffic: 860 (year 1996), Truck Traffic: 5%, Features Intersected: LEHIGH CRK, CITY STREETS, Facility Carried by Structure: SR 2055(LR158SP A)
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 23331, Location: ALBERTUS MEYERS BRIDGE (Lat: 40.596128, Lng: -75.471006), Route carried "under" structure: City street , Year Built: 1913, Structure Length: 0. m, Average Daily Traffic: 860 (year 1996), Truck Traffic: 5%, Features Intersected: LEHIGH CRK, CITY STREETS, Facility Carried by Structure: SR 2055(LR158SP A)
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 41.1m (134.8ft)
Find on map >> Show street view
Structure Number: 23331, Location: ALBERTUS MEYERS BRIDGE (Lat: 40.596128, Lng: -75.471006), Route carried "under" structure: City street , Year Built: 1913, Structure Length: 0. m, Average Daily Traffic: 10,890 (year 1996), Truck Traffic: 5%, Features Intersected: LEHIGH CRK, CITY STREETS, Facility Carried by Structure: SR 2055(LR158SP A)
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 23331, Location: ALBERTUS MEYERS BRIDGE (Lat: 40.596128, Lng: -75.471006), Route carried "under" structure: City street , Year Built: 1913, Structure Length: 0. m, Average Daily Traffic: 10,890 (year 1996), Truck Traffic: 5%, Features Intersected: LEHIGH CRK, CITY STREETS, Facility Carried by Structure: SR 2055(LR158SP A)
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 41.1m (134.8ft)
Find on map >> Show street view
Structure Number: 2351, Location: LEHIGH RIVER BRIDGE (Lat: 40.606397, Lng: -75.454100), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 200 (year 1985), Truck Traffic: 10%, Features Intersected: LEH.R., NS(0521) ALB.ST., Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 2351, Location: LEHIGH RIVER BRIDGE (Lat: 40.606397, Lng: -75.454100), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 200 (year 1985), Truck Traffic: 10%, Features Intersected: LEH.R., NS(0521) ALB.ST., Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Find on map >> Show street view
Structure Number: 23512, Location: NORTH OF TILGHMAN STREET (Lat: 40.619272, Lng: -75.472744), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: JORDAN CK & SUMNER AVE., Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 23512, Location: NORTH OF TILGHMAN STREET (Lat: 40.619272, Lng: -75.472744), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Features Intersected: JORDAN CK & SUMNER AVE., Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 51.2m (168.0ft)
Find on map >> Show street view
Structure Number: 23514, Location: WEST OF RIVER BRIDGE (Lat: 40.606014, Lng: -75.456597), Route carried "under" structure: Ramp City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,800 (year 2002), Truck Traffic: 1%, Features Intersected: UNION STREET RAMP, Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 23514, Location: WEST OF RIVER BRIDGE (Lat: 40.606014, Lng: -75.456597), Route carried "under" structure: Ramp City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,800 (year 2002), Truck Traffic: 1%, Features Intersected: UNION STREET RAMP, Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Find on map >> Show street view
Structure Number: 2356, Location: 2MI N OF L V INTERCHANGE (Lat: 40.618333, Lng: -75.568333), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Features Intersected: T-559, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 2356, Location: 2MI N OF L V INTERCHANGE (Lat: 40.618333, Lng: -75.568333), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Features Intersected: T-559, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Find on map >> Show street view
Structure Number: 52792, Location: 0.25mi NE Fullerton Ave (Lat: 40.622903, Lng: -75.458361), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 4,283 (year 2022), Truck Traffic: 3%, Features Intersected: Lehigh River/SR 1007/RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 7.71m (25.30ft), Kilometerpoint: 0.607, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 52792, Location: 0.25mi NE Fullerton Ave (Lat: 40.622903, Lng: -75.458361), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 4,283 (year 2022), Truck Traffic: 3%, Features Intersected: Lehigh River/SR 1007/RR, Facility Carried by Structure: American Parkway
Minimum Vertical Clearance: 7.71m (25.30ft), Kilometerpoint: 0.607, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)