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

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Structure Number: 14901,  Location: 2MI.NORTH LR-132 43J02 (Lat: 39.864417,  Lng: -75.348119),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 157,679 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 175,419 (year 2032),  Design Load: HS 20,  Features Intersected: BULLENS LANE (TURNBACK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.619,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14904,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867450,  Lng: -75.343581),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 35,037 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,887 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP M2 TO I95 (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.614,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14905,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867956,  Lng: -75.341975),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 35,037 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,887 (year 2032),  Design Load: HS 20,  Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.614,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14906,  Location: CHESTER PIKE 43K01 (Lat: 39.867806,  Lng: -75.338831),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 35,037 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,887 (year 2032),  Design Load: HS 20,  Features Intersected: CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.614,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14907,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867542,  Lng: -75.343789),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 34,309 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,991 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP M2 TO I-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.644,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14908,  Location: JUNCTION W/I-476 43K01 (Lat: 39.868094,  Lng: -75.342264),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 34,309 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,991 (year 2032),  Design Load: HS 20,  Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14912,  Location: .5MI.S.STEWART AVE.44A01 (Lat: 39.867408,  Lng: -75.333569),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 35,037 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,887 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  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: 15024,  Location: MACDADE BLVD.INTR. 34J13 (Lat: 39.873333,  Lng: -75.343333),  Route carried "on" structure: Interstate 476,  Year Built: 1987,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 42,653 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,931 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MACDADE BLVD & CRUM CR.,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15226,  Location: JUST EAST I-476 34J13 (Lat: 39.874125,  Lng: -75.350083),  Route carried "on" structure: Alternate State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 26,122 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,853 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CRUM CREEK,  Facility Carried by Structure: MACDADE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15235,  Location: MACDADE BLVD.INTR. 34J12 (Lat: 39.873333,  Lng: -75.350000),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,721 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,666 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MID-CTY;RAMP 6,  Facility Carried by Structure: BULLENS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15461,  Location: 0.4 Mi NW US-13 ADC 28-A5 (Lat: 39.875700,  Lng: -75.336697),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 1,437 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,437 (year 2019),  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: CRUM LYNNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $203,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15479,  Location: JUNCTION I-476 43K01 (Lat: 39.873889,  Lng: -75.350000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 29.29m (96.10ft),  Average Daily Traffic: 22,848 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,972 (year 2032),  Design Load: HS 20,  Features Intersected: I-95,CSX RR;&CRUM CREEK,  Facility Carried by Structure: RAMP M3(NB)I-476
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.20m (95.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15481,  Location: SO.MC DAVID BLVD. 43J01 (Lat: 39.871258,  Lng: -75.346906),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 22,848 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,972 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP 2 N.B.TO MACDADE,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 15482,  Location: AT 795 INTERCHANGE 43J01 (Lat: 39.867272,  Lng: -75.345439),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 26,560 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,597 (year 2032),  Design Load: HS 20,  Features Intersected: RELOC.CRUM CREEK,  Facility Carried by Structure: RAMP M1 TO 95 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15485,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867756,  Lng: -75.340747),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 25,906 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,412 (year 2032),  Design Load: HS 20,  Features Intersected: PADOT STOCK PILE;CRUM CK,  Facility Carried by Structure: RAMP M2;NB ON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15486,  Location: MC DADE BLVD.INTC. 43J01 (Lat: 39.871667,  Lng: -75.350000),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 26,560 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,597 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP 3 TO I-95 (NB),  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: June 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: 15487,  Location: AT 795 INTERCHANGE 43J01 (Lat: 39.871094,  Lng: -75.347603),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 25,906 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,412 (year 2032),  Design Load: HS 20,  Features Intersected: RELOC. CRUM CREEK,  Facility Carried by Structure: RAMP M2 TO I-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15488,  Location: MACDADE BLVD.INTCH.43J01 (Lat: 39.872842,  Lng: -75.351189),  Route carried "on" structure: Ramp State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 2,623 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,965 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RELOCATED CRUM CREEK,  Facility Carried by Structure: RAMP 1A (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 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 minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15496,  Location: MACDAE BLVD.INTCH. 34J13 (Lat: 39.875000,  Lng: -75.350000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 3,152 (year 2022),  Truck Traffic: 25%,  Average Future Daily Traffic: 3,557 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CRUM CREEK;ACCESS ROAD,  Facility Carried by Structure: RAMP M3 (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 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: 15497,  Location: MACDADE BLVD.INTER.34J13 (Lat: 39.876892,  Lng: -75.350750),  Route carried "on" structure: Ramp State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,043 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,863 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CRUM CREEK;ACCESS ROAD,  Facility Carried by Structure: RAMP 6 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 155,  Location: MACDADE BLVD.INTER.43J01 (Lat: 39.868333,  Lng: -75.341667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,998 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,446 (year 2032),  Design Load: HS 15,  Features Intersected: RELOCATED CRUM CREEK,  Facility Carried by Structure: ACCESS RD "A" (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14901,  Location: 2MI.NORTH LR-132 43J02 (Lat: 39.864417,  Lng: -75.348119),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,830 (year 2000),  Truck Traffic: 5%,  Features Intersected: BULLENS LANE (TURNBACK),  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 14904,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867450,  Lng: -75.343581),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,906 (year 2021),  Truck Traffic: 4%,  Features Intersected: RAMP M2 TO I95 (NB),  Facility Carried by Structure: INTERSTATE 95(NB)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 14906,  Location: CHESTER PIKE 43K01 (Lat: 39.867806,  Lng: -75.338831),  Route carried "under" structure: US 13,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,234 (year 2022),  Truck Traffic: 5%,  Features Intersected: CHESTER PIKE,  Facility Carried by Structure: INTERSTATE 95(NB)
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 10.813,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 14906,  Location: CHESTER PIKE 43K01 (Lat: 39.867806,  Lng: -75.338831),  Route carried "under" structure: US 13,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,781 (year 2022),  Truck Traffic: 3%,  Features Intersected: CHESTER PIKE,  Facility Carried by Structure: INTERSTATE 95(NB)
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 10.815,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 14907,  Location: JUNCTION W/I-476 43K01 (Lat: 39.867542,  Lng: -75.343789),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,906 (year 2021),  Truck Traffic: 4%,  Features Intersected: RAMP M2 TO I-95 NB,  Facility Carried by Structure: INTERSTATE 95(SB)
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 1491,  Location: CHESTER PIKE 43K01 (Lat: 39.867953,  Lng: -75.338431),  Route carried "under" structure: US 13,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,234 (year 2022),  Truck Traffic: 5%,  Features Intersected: CHESTER PIKE,  Facility Carried by Structure: INTERSTATE 95(SB)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 10.813,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1491,  Location: CHESTER PIKE 43K01 (Lat: 39.867953,  Lng: -75.338431),  Route carried "under" structure: US 13,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,781 (year 2022),  Truck Traffic: 3%,  Features Intersected: CHESTER PIKE,  Facility Carried by Structure: INTERSTATE 95(SB)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 10.815,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1502,  Location: MACDADE BLVD.INTER.34J13 (Lat: 39.873850,  Lng: -75.350481),  Route carried "under" structure: State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 13,653 (year 2022),  Truck Traffic: 5%,  Features Intersected: MACDADE BLVD & CRUM CR.,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.351,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 1502,  Location: MACDADE BLVD.INTER.34J13 (Lat: 39.873850,  Lng: -75.350481),  Route carried "under" structure: State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 12,469 (year 2022),  Truck Traffic: 6%,  Features Intersected: MACDADE BLVD & CRUM CR.,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.351,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 15024,  Location: MACDADE BLVD.INTR. 34J13 (Lat: 39.873333,  Lng: -75.343333),  Route carried "under" structure: State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,469 (year 2022),  Truck Traffic: 6%,  Features Intersected: MACDADE BLVD & CRUM CR.,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.351,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 15024,  Location: MACDADE BLVD.INTR. 34J13 (Lat: 39.873333,  Lng: -75.343333),  Route carried "under" structure: State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 13,653 (year 2022),  Truck Traffic: 5%,  Features Intersected: MACDADE BLVD & CRUM CR.,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.351,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 15235,  Location: MACDADE BLVD.INTR. 34J12 (Lat: 39.873333,  Lng: -75.350000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,296 (year 2012),  Truck Traffic: 25%,  Features Intersected: MID-CTY;RAMP 6,  Facility Carried by Structure: BULLENS LANE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 15235,  Location: MACDADE BLVD.INTR. 34J12 (Lat: 39.873333,  Lng: -75.350000),  Route carried "under" structure: Interstate 476,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 35,522 (year 2022),  Truck Traffic: 10%,  Features Intersected: MID-CTY;RAMP 6,  Facility Carried by Structure: BULLENS LANE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.795,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 15235,  Location: MACDADE BLVD.INTR. 34J12 (Lat: 39.873333,  Lng: -75.350000),  Route carried "under" structure: Interstate 476,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 42,653 (year 2022),  Truck Traffic: 9%,  Features Intersected: MID-CTY;RAMP 6,  Facility Carried by Structure: BULLENS LANE
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 15479,  Location: JUNCTION I-476 43K01 (Lat: 39.873889,  Lng: -75.350000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,906 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-95,CSX RR;&CRUM CREEK,  Facility Carried by Structure: RAMP M3(NB)I-476
Minimum Vertical Clearance: 10.92m (35.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15479,  Location: JUNCTION I-476 43K01 (Lat: 39.873889,  Lng: -75.350000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 21,788 (year 2021),  Truck Traffic: 5%,  Features Intersected: I-95,CSX RR;&CRUM CREEK,  Facility Carried by Structure: RAMP M3(NB)I-476
Minimum Vertical Clearance: 14.17m (46.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15479,  Location: JUNCTION I-476 43K01 (Lat: 39.873889,  Lng: -75.350000),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 34,309 (year 2022),  Truck Traffic: 4%,  Features Intersected: I-95,CSX RR;&CRUM CREEK,  Facility Carried by Structure: RAMP M3(NB)I-476
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 10.644,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15479,  Location: JUNCTION I-476 43K01 (Lat: 39.873889,  Lng: -75.350000),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 35,037 (year 2022),  Truck Traffic: 3%,  Features Intersected: I-95,CSX RR;&CRUM CREEK,  Facility Carried by Structure: RAMP M3(NB)I-476
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.614,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15481,  Location: SO.MC DAVID BLVD. 43J01 (Lat: 39.871258,  Lng: -75.346906),  Route carried "under" structure: Ramp State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 3,803 (year 2021),  Truck Traffic: 25%,  Features Intersected: RAMP 2 N.B.TO MACDADE,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 15486,  Location: MC DADE BLVD.INTC. 43J01 (Lat: 39.871667,  Lng: -75.350000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,734 (year 2021),  Truck Traffic: 7%,  Features Intersected: RAMP 3 TO I-95 (NB),  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 15496,  Location: MACDAE BLVD.INTCH. 34J13 (Lat: 39.875000,  Lng: -75.350000),  Route carried "under" structure: ServiceOther road ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4 (year 1991),  Features Intersected: CRUM CREEK;ACCESS ROAD,  Facility Carried by Structure: RAMP M3 (WB)
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 15497,  Location: MACDADE BLVD.INTER.34J13 (Lat: 39.876892,  Lng: -75.350750),  Route carried "under" structure: ServiceCity street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 80 (year 1980),  Features Intersected: CRUM CREEK;ACCESS ROAD,  Facility Carried by Structure: RAMP 6 NORTHBOUND
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)