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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 in Allentown, PA - historical statistics
  • 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 in Allentown, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 11960-1969
  • 61970-1979
  • 91980-1989
  • 91990-1999
  • 22000-2009
  • 32010-2019
Average Bridge Daily Traffic in Allentown, PA
Average Bridge Truck Traffic in Allentown, PA
Bridge Condition - Deck
  • 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
  • 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
  • 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
  • Bridge Condition - Channel
  • 14.0%Very good
  • 8.8%Good
  • 29.8%Satisfactory
  • 31.6%Fair
  • 15.8%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.1%Very good
  • 11.1%Good
  • 33.3%Satisfactory
  • 44.4%Fair
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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