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Bridge Statistics for Ridley Park, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 154ft / 46.7mTotal length
  • $5,324,000Total costs
  • 573,610Total average daily traffic
  • 32,468Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ridley Park
  • No street view available for this location

New bridges in Ridley Park, PA - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 11960-1969
  • 71970-1979
  • 21990-1999
  • 12010-2019
  • 12020-2022
Reconstructed bridges in Ridley Park, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 11980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Ridley Park, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 57.1%Good
  • 28.6%Satisfactory
  • 14.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 37.5%Satisfactory
  • 12.5%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 25.0%Good
  • 50.0%Satisfactory
  • 12.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Very good
  • 28.6%Good
  • 42.9%Satisfactory
  • 14.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Satisfactory
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Structure Number: 14858,  Location: .3MI.N.DEL.ST.LINE 42D10 (Lat: 39.821406,  Lng: -75.445889),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 103,791 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 117,635 (year 2032),  Design Load: HS 20,  Features Intersected: NAAMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 14913,  Location: .4MI.S.SELLERS AVE.44B01 (Lat: 39.868431,  Lng: -75.330542),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 69,346 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 146,878 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.219,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 14919,  Location: .2MI.N.STEWART AVE.44C01 (Lat: 39.870828,  Lng: -75.319892),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 61,808 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 105,579 (year 2032),  Design Load: HS 20,  Features Intersected: SELLERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.077,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14921,  Location: .2MI.N.STEWART AVE.44C01 (Lat: 39.871131,  Lng: -75.320058),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 54,709 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,129 (year 2032),  Design Load: HS 20,  Features Intersected: SELLERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.115,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14926,  Location: TINICUM 44D01 (Lat: 39.868978,  Lng: -75.314642),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 116,517 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,258 (year 2032),  Design Load: HS 20,  Features Intersected: DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.857,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $760,000,  Total Project Cost: $3,484,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15215,  Location: NORTH OF US 13 35B13 (Lat: 39.875367,  Lng: -75.329944),  Route carried "on" structure: Spur State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,252 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,706 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CRUM CREEK,  Facility Carried by Structure: WEST RIDLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.771,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $203,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15278,  Location: RIDLEY PARK BOR. 35C12 (Lat: 39.879100,  Lng: -75.323997),  Route carried "on" structure: State highway ,  Year Built: 1994,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 10,331 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,515 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK MAIN LINE,  Facility Carried by Structure: SWARTHMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 15287,  Location: 4MILES NORTH US-13 35C12 (Lat: 39.880000,  Lng: -75.322697),  Route carried "on" structure: Spur State highway ,  Year Built: 1904,  Year Reconstructed: 1952,  Status: Posted for load-capacity,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,310 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,567 (year 2032),  Design Load: H 15,  Features Intersected: AMTRAK MAIN LINE,  Facility Carried by Structure: SELLERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $1,610,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15288,  Location: .2MI.S.SELLERS AVE.44C01 (Lat: 39.870989,  Lng: -75.323264),  Route carried "on" structure: Spur State highway ,  Year Built: 1975,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 12,462 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,578 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STEWART AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1546,  Location: 300' W. of SR-420 3697-K9 (Lat: 39.882842,  Lng: -75.317006),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 420 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2036),  Features Intersected: STONY CREEK,  Facility Carried by Structure: HINCKLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $27,000
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Structure Number: 46955,  Location: .75 MI. S. PA-420 3697K10 (Lat: 39.877594,  Lng: -75.318128),  Route carried "on" structure: US 13,  Year Built: 2011,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 18,747 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,263 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STONY CREEK,  Facility Carried by Structure: CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.092,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 2019
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Structure Number: 67457,  Location: .3MI.NORTH I-95 3807-K1 (Lat: 39.873897,  Lng: -75.317794),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,800 (year 2035),  Design Load: HL 93,  Features Intersected: STONEY CREEK,  Facility Carried by Structure: S. SWARTHMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 15288,  Location: .2MI.S.SELLERS AVE.44C01 (Lat: 39.870989,  Lng: -75.323264),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 61,808 (year 2022),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STEWART AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 12.077,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15288,  Location: .2MI.S.SELLERS AVE.44C01 (Lat: 39.870989,  Lng: -75.323264),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 54,709 (year 2022),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STEWART AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 12.115,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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