Bridge Statistics for Broomall, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 11950-1959
- 71960-1969
- 11970-1979
- 271980-1989
- 161990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 4.3%Excellent
- 73.9%Good
- 21.7%Satisfactory
- Bridge Condition - Superstructure
- 10.7%Very good
- 42.9%Good
- 39.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 3.6%Excellent
- 57.1%Good
- 35.7%Satisfactory
- 3.6%Fair
- Bridge Condition - Channel
- 9.1%Good
- 40.9%Satisfactory
- 40.9%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "on" structure: State highway 3, Year Built: 1989, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 33,924 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 56,175 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.778, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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
Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "on" structure: State highway 3, Year Built: 1989, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 33,924 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 56,175 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.778, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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: 14816, Location: 1MI.WEST MANOA 26A07 (Lat: 39.977214, Lng: -75.336292), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 51,640 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 55,018 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.778, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 5.50m (18.04ft), 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
Structure Number: 14816, Location: 1MI.WEST MANOA 26A07 (Lat: 39.977214, Lng: -75.336292), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 51,640 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 55,018 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.778, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 5.50m (18.04ft), 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: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "on" structure: State highway 320, Year Built: 1989, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 26,271 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,456 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.895, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 91.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.30m (23.95ft), 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
Structure Number: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "on" structure: State highway 320, Year Built: 1989, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 26,271 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,456 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.895, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 91.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.30m (23.95ft), 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: 14974, Location: 1MI.N.W.CHESTER PK.25H04 (Lat: 39.995836, Lng: -75.355914), Route carried "on" structure: State highway 320, Year Built: 1967, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,231 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 9,181 (year 2032), Design Load: HS 20, Features Intersected: DARBY CREEK, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 14974, Location: 1MI.N.W.CHESTER PK.25H04 (Lat: 39.995836, Lng: -75.355914), Route carried "on" structure: State highway 320, Year Built: 1967, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,231 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 9,181 (year 2032), Design Load: HS 20, Features Intersected: DARBY CREEK, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "on" structure: ServiceState highway , Year Built: 1989, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,442 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,674 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "on" structure: ServiceState highway , Year Built: 1989, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,442 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,674 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15075, Location: .2MI.SE.LAWRENCE 26A09 (Lat: 39.969056, Lng: -75.336056), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,451 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.036, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15075, Location: .2MI.SE.LAWRENCE 26A09 (Lat: 39.969056, Lng: -75.336056), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,451 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.036, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), 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: 1508, Location: .2MI.SE LAWRENCE 26A09 (Lat: 39.968953, Lng: -75.336233), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1508, Location: .2MI.SE LAWRENCE 26A09 (Lat: 39.968953, Lng: -75.336233), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: 2.00m (6.56ft), 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: 15083, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954664, Lng: -75.336697), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,451 (year 2032), Design Load: HS 25 or greater, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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
Structure Number: 15083, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954664, Lng: -75.336697), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,451 (year 2032), Design Load: HS 25 or greater, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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: 15089, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954758, Lng: -75.336914), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.435, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 7.20m (23.62ft), 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
Structure Number: 15089, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954758, Lng: -75.336914), Route carried "on" structure: Interstate 476, Year Built: 1989, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56,011 (year 2032), Design Load: HS 25 or greater, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.435, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 7.20m (23.62ft), 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: 15102, Location: BLUE ROUTE 25K05 (Lat: 39.991972, Lng: -75.344758), Route carried "on" structure: Interstate 476, Year Built: 1990, Status: Open, Structure Length: 18.20m (59.71ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.249, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.90m (62.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15102, Location: BLUE ROUTE 25K05 (Lat: 39.991972, Lng: -75.344758), Route carried "on" structure: Interstate 476, Year Built: 1990, Status: Open, Structure Length: 18.20m (59.71ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.249, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.90m (62.01ft), 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: 15104, Location: BLUE ROUTE 25K05 (Lat: 39.992003, Lng: -75.345069), Route carried "on" structure: Interstate 476, Year Built: 1990, Status: Open, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.245, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15104, Location: BLUE ROUTE 25K05 (Lat: 39.992003, Lng: -75.345069), Route carried "on" structure: Interstate 476, Year Built: 1990, Status: Open, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 25 or greater, Features Intersected: DARBY CREEK, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.245, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.20m (62.99ft), 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: 15106, Location: HAVERFORD TWP. 25J04 (Lat: 39.998556, Lng: -75.348961), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 20, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.044, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), 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
Structure Number: 15106, Location: HAVERFORD TWP. 25J04 (Lat: 39.998556, Lng: -75.348961), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 20, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.044, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), 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: 15108, Location: HAVERFORD TWP. 25J03 (Lat: 40.001775, Lng: -75.351044), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 20+Mod, Features Intersected: MEADOWBROOK RUN, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.044, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), 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
Structure Number: 15108, Location: HAVERFORD TWP. 25J03 (Lat: 40.001775, Lng: -75.351044), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 67,047 (year 2032), Design Load: HS 20+Mod, Features Intersected: MEADOWBROOK RUN, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.044, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), 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: 15112, Location: HAVERFORD TWP. 25J04 (Lat: 39.998528, Lng: -75.349294), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 20, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.042, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15112, Location: HAVERFORD TWP. 25J04 (Lat: 39.998528, Lng: -75.349294), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 20, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.042, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15114, Location: HAVERFORD TWP. 25J03 (Lat: 40.001675, Lng: -75.351325), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 20+Mod, Features Intersected: MEADOWBROOK RUN, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.042, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), 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
Structure Number: 15114, Location: HAVERFORD TWP. 25J03 (Lat: 40.001675, Lng: -75.351325), Route carried "on" structure: Interstate 476, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 65,517 (year 2032), Design Load: HS 20+Mod, Features Intersected: MEADOWBROOK RUN, Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.042, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), 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: 1516, Location: SPRGFLD TWP.LINE 26A11 (Lat: 39.954525, Lng: -75.334342), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 7,669 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,855 (year 2032), Design Load: HS 15, Features Intersected: DARBY CREEK, Facility Carried by Structure: EAGLE/BURMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: January 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $189,000
Structure Number: 1516, Location: SPRGFLD TWP.LINE 26A11 (Lat: 39.954525, Lng: -75.334342), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 7,669 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,855 (year 2032), Design Load: HS 15, Features Intersected: DARBY CREEK, Facility Carried by Structure: EAGLE/BURMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: January 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $189,000
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Structure Number: 15175, Location: .2MI.SOUTH RTE.3 25K08 (Lat: 39.973761, Lng: -75.340769), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 15,503 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 16,384 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.530, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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
Structure Number: 15175, Location: .2MI.SOUTH RTE.3 25K08 (Lat: 39.973761, Lng: -75.340769), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 15,503 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 16,384 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.530, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), 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: 15182, Location: PAXON HOLLOW C.C. 25E12 (Lat: 39.954894, Lng: -75.374617), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,938 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,402 (year 2032), Design Load: HS 25 or greater, Features Intersected: TROUT RUN, Facility Carried by Structure: PAXON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15182, Location: PAXON HOLLOW C.C. 25E12 (Lat: 39.954894, Lng: -75.374617), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,938 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 7,402 (year 2032), Design Load: HS 25 or greater, Features Intersected: TROUT RUN, Facility Carried by Structure: PAXON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15183, Location: .7MI.WEST PA-320 25F09 (Lat: 39.966125, Lng: -75.370756), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 4,743 (year 2032), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
Structure Number: 15183, Location: .7MI.WEST PA-320 25F09 (Lat: 39.966125, Lng: -75.370756), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 4,743 (year 2032), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
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Structure Number: 15194, Location: NR.HAVERFORD HOSP. 25K05 (Lat: 39.989961, Lng: -75.344339), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 4,263 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,483 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-476;CREEK RD;DARBY, Facility Carried by Structure: MARPLE ROAD(RELOC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.60m (54.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15194, Location: NR.HAVERFORD HOSP. 25K05 (Lat: 39.989961, Lng: -75.344339), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 4,263 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,483 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-476;CREEK RD;DARBY, Facility Carried by Structure: MARPLE ROAD(RELOC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.60m (54.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 15223, Location: EAST OF PA-320 25J04 (Lat: 39.998428, Lng: -75.350431), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,966 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,497 (year 2032), Design Load: H 15, Features Intersected: ITHAN CREEK, Facility Carried by Structure: DARBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $99,000
Structure Number: 15223, Location: EAST OF PA-320 25J04 (Lat: 39.998428, Lng: -75.350431), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,966 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,497 (year 2032), Design Load: H 15, Features Intersected: ITHAN CREEK, Facility Carried by Structure: DARBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $99,000
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Structure Number: 15238, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.945481, Lng: -75.348494), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,727 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,264 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPRINGFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.056, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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
Structure Number: 15238, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.945481, Lng: -75.348494), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,727 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,264 (year 2032), Design Load: HS 25 or greater, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPRINGFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.056, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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: 15389, Location: 1 MI.NORTH US-1 ADC 20-A2 (Lat: 39.949631, Lng: -75.381739), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,456 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,601 (year 2022), Design Load: H 20, Features Intersected: CRUM CREEK, Facility Carried by Structure: PAXON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000
Structure Number: 15389, Location: 1 MI.NORTH US-1 ADC 20-A2 (Lat: 39.949631, Lng: -75.381739), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,456 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,601 (year 2022), Design Load: H 20, Features Intersected: CRUM CREEK, Facility Carried by Structure: PAXON HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000
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Structure Number: 15412, Location: 1 Mi S SR3 ADC13-E6 (Lat: 39.973436, Lng: -75.349950), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 50 (year 2022), Design Load: H 20, Features Intersected: LANGFORD RUN, Facility Carried by Structure: LANGFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 59.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $96,000
Structure Number: 15412, Location: 1 Mi S SR3 ADC13-E6 (Lat: 39.973436, Lng: -75.349950), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 50 (year 2022), Design Load: H 20, Features Intersected: LANGFORD RUN, Facility Carried by Structure: LANGFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 59.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $96,000
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Structure Number: 15439, Location: 1.4 Mi SW PA-320 3587-A10 (Lat: 39.943353, Lng: -75.373594), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: CRUM CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15439, Location: 1.4 Mi SW PA-320 3587-A10 (Lat: 39.943353, Lng: -75.373594), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,100 (year 2036), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: CRUM CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15505, Location: 1MI.W.SPGFLD.RD. 34G02 (Lat: 39.937233, Lng: -75.362764), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 10,759 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,868 (year 2032), Design Load: HS 25 or greater, Features Intersected: MEDIA BYPSS(US-1)/3697B1, Facility Carried by Structure: RAMP A(NB)TO I-476
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15505, Location: 1MI.W.SPGFLD.RD. 34G02 (Lat: 39.937233, Lng: -75.362764), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 10,759 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,868 (year 2032), Design Load: HS 25 or greater, Features Intersected: MEDIA BYPSS(US-1)/3697B1, Facility Carried by Structure: RAMP A(NB)TO I-476
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), 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: 15509, Location: .5MI.E.STATE RD. 34G02 (Lat: 39.936667, Lng: -75.366667), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 8,028 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,143 (year 2032), Design Load: HS 25 or greater, Features Intersected: MEDIA BY-PASS (US-1), Facility Carried by Structure: RAMP D(SB)TO I-476
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15509, Location: .5MI.E.STATE RD. 34G02 (Lat: 39.936667, Lng: -75.366667), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 8,028 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,143 (year 2032), Design Load: HS 25 or greater, Features Intersected: MEDIA BY-PASS (US-1), Facility Carried by Structure: RAMP D(SB)TO I-476
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), 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: 15511, Location: .5MI.E.STATE ROAD 34G02 (Lat: 39.939214, Lng: -75.361536), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 9,191 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,575 (year 2032), Design Load: HS 25 or greater, Features Intersected: RELOCATED MARPLE ROAD, Facility Carried by Structure: RAMP A(NB)TO I-476
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.3m (142.1ft), 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: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.5 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: Better than 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: 13.30m (43.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15511, Location: .5MI.E.STATE ROAD 34G02 (Lat: 39.939214, Lng: -75.361536), Route carried "on" structure: Ramp State highway , Year Built: 1990, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 9,191 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,575 (year 2032), Design Load: HS 25 or greater, Features Intersected: RELOCATED MARPLE ROAD, Facility Carried by Structure: RAMP A(NB)TO I-476
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.3m (142.1ft), 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: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.5 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: Better than 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: 13.30m (43.64ft), 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: 52676, Location: 0.4 M. W of TR252 3586-F5 (Lat: 39.970228, Lng: -75.404472), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,540 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 8,502 (year 2037), Design Load: HL 93, Features Intersected: HUNTER RUN, Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 62.9 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: 39.5 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52676, Location: 0.4 M. W of TR252 3586-F5 (Lat: 39.970228, Lng: -75.404472), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,540 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 8,502 (year 2037), Design Load: HL 93, Features Intersected: HUNTER RUN, Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 62.9 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: 39.5 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54891, Location: W OF MERLIN RD 3586-F5 (Lat: 39.974931, Lng: -75.405250), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: BR. OF HUNTER RUN, Facility Carried by Structure: TROOP FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 54891, Location: W OF MERLIN RD 3586-F5 (Lat: 39.974931, Lng: -75.405250), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: BR. OF HUNTER RUN, Facility Carried by Structure: TROOP FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 54892, Location: W OF SR 252 3586-F1 (Lat: 39.970314, Lng: -75.404539), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2028), Features Intersected: HUNTER RUN, Facility Carried by Structure: GRADYVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54892, Location: W OF SR 252 3586-F1 (Lat: 39.970314, Lng: -75.404539), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2028), Features Intersected: HUNTER RUN, Facility Carried by Structure: GRADYVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57362, Location: 200 FT W PA 252 (Lat: 39.977694, Lng: -75.398556), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: HUNTER RUN, Facility Carried by Structure: TROOP FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2020
Structure Number: 57362, Location: 200 FT W PA 252 (Lat: 39.977694, Lng: -75.398556), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: HUNTER RUN, Facility Carried by Structure: TROOP FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2020
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Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.646, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 48,339 (year 2021), Truck Traffic: 9%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.646, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Ramp State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 6,168 (year 1993), Truck Traffic: 7%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Ramp State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 6,168 (year 1993), Truck Traffic: 7%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 13.660, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 14815, Location: W.CHESTER PK.INTER.25K07 (Lat: 39.978100, Lng: -75.340292), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 46,596 (year 2021), Truck Traffic: 9%, Features Intersected: MID-COUNTY EXY&RAMP WC, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 13.660, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 8.806, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 8.806, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 8.835, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 14972, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.943333, Lng: -75.350000), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 8.835, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Bypass US 1, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10,072 (year 2020), Truck Traffic: 5%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 14.10m (46.26ft), Kilometerpoint: 21.218, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Bypass US 1, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10,072 (year 2020), Truck Traffic: 5%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 14.10m (46.26ft), Kilometerpoint: 21.218, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Ramp State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 8,022 (year 2021), Truck Traffic: 7%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 8.89m (29.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Ramp State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 8,022 (year 2021), Truck Traffic: 7%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 8.89m (29.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Ramp State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 9,922 (year 2021), Truck Traffic: 7%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Ramp State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 9,922 (year 2021), Truck Traffic: 7%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Bypass US 1, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 9,566 (year 2020), Truck Traffic: 5%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 13.72m (45.01ft), Kilometerpoint: 21.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: Bypass US 1, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 9,566 (year 2020), Truck Traffic: 5%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 13.72m (45.01ft), Kilometerpoint: 21.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,966 (year 2022), Truck Traffic: 6%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 16.86m (55.31ft), Kilometerpoint: 1.751, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 15064, Location: 1MI.W.SPRGFLD.RD. 34G02 (Lat: 39.937950, Lng: -75.363300), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,966 (year 2022), Truck Traffic: 6%, Features Intersected: MEDIA BYPASS;RAMPS;MARPL, Facility Carried by Structure: MID-COUNTY EXWY.
Minimum Vertical Clearance: 16.86m (55.31ft), Kilometerpoint: 1.751, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 9.650, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 37,924 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 9.650, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 15072, Location: CARDINAL O'HARA HS 25J13 (Lat: 39.946675, Lng: -75.346906), Route carried "under" structure: Interstate 476, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 39,449 (year 2021), Truck Traffic: 10%, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: O'HARA DRIVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 15083, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954664, Lng: -75.336697), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 6.75m (22.15ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 15083, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954664, Lng: -75.336697), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 6.75m (22.15ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 15089, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954758, Lng: -75.336914), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 15089, Location: .8MI.NE.OF O'HARA 26A12 (Lat: 39.954758, Lng: -75.336914), Route carried "under" structure: State highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Features Intersected: REED ROAD;WHETSTONE CRK., Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 15106, Location: HAVERFORD TWP. 25J04 (Lat: 39.998556, Lng: -75.348961), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 7,966 (year 2022), Truck Traffic: 2%, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 14.124, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 15106, Location: HAVERFORD TWP. 25J04 (Lat: 39.998556, Lng: -75.348961), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 7,966 (year 2022), Truck Traffic: 2%, Features Intersected: DARBY ROAD, Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 14.124, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)