Bridge Statistics for Ardmore, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 14.8mTotal length
- $435,000Total costs
- 110,721Total average daily traffic
- 3,726Total average daily truck traffic
- 128,676Total future (year 2018) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ardmore
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21920-1929
- 21930-1939
- 11980-1989
- 22000-2009
- 22020-2022
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 45.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 27.3%Good
- 36.4%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 50.0%Poor
Find on map >> Show street view
Structure Number: 15152, Location: .5MI.S.LR 23049 26G05 (Lat: 39.989933, Lng: -75.293239), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,380 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,928 (year 2032), Design Load: HS 25 or greater, Features Intersected: COBBS CREEK / 3588-D2, Facility Carried by Structure: KARAKUNG DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), 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: 15152, Location: .5MI.S.LR 23049 26G05 (Lat: 39.989933, Lng: -75.293239), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,380 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,928 (year 2032), Design Load: HS 25 or greater, Features Intersected: COBBS CREEK / 3588-D2, Facility Carried by Structure: KARAKUNG DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 15153, Location: 3MI.TO DARBY ROAD 26F04 (Lat: 39.996111, Lng: -75.302222), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,336 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 24,673 (year 2032), Design Load: H 20, Features Intersected: BRANCH COBBS CREEK, Facility Carried by Structure: HAVERFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 68.9 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: High priority of replacement, 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: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15153, Location: 3MI.TO DARBY ROAD 26F04 (Lat: 39.996111, Lng: -75.302222), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,336 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 24,673 (year 2032), Design Load: H 20, Features Intersected: BRANCH COBBS CREEK, Facility Carried by Structure: HAVERFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 68.9 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: High priority of replacement, 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: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 15422, Location: .2 Mi NW Eagle Rd 3588-B1 (Lat: 39.994783, Lng: -75.302017), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2035), Features Intersected: COBBS CREEK, Facility Carried by Structure: WYNNEFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15422, Location: .2 Mi NW Eagle Rd 3588-B1 (Lat: 39.994783, Lng: -75.302017), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2035), Features Intersected: COBBS CREEK, Facility Carried by Structure: WYNNEFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 27955, Location: 0.9 MI W SR23 ADC 3478-C5 (Lat: 40.033103, Lng: -75.293597), Route carried "on" structure: City street , Year Built: 1908, Year Reconstructed: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,740 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,050 (year 2018), Features Intersected: MILL CREEK, Facility Carried by Structure: BLACK ROCK RD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $48,000, Total Project Cost: $99,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27955, Location: 0.9 MI W SR23 ADC 3478-C5 (Lat: 40.033103, Lng: -75.293597), Route carried "on" structure: City street , Year Built: 1908, Year Reconstructed: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,740 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,050 (year 2018), Features Intersected: MILL CREEK, Facility Carried by Structure: BLACK ROCK RD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $48,000, Total Project Cost: $99,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27983, Location: 0.95 MI S OF SR 0023 (Lat: 40.022586, Lng: -75.279231), Route carried "on" structure: State highway , Year Built: 1936, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,605 (year 2019), Average Future Daily Traffic: 5,703 (year 2018), Features Intersected: MILL CREEK, Facility Carried by Structure: OLD GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 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 corrective action, 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000
Structure Number: 27983, Location: 0.95 MI S OF SR 0023 (Lat: 40.022586, Lng: -75.279231), Route carried "on" structure: State highway , Year Built: 1936, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,605 (year 2019), Average Future Daily Traffic: 5,703 (year 2018), Features Intersected: MILL CREEK, Facility Carried by Structure: OLD GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 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 corrective action, 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000
Find on map >> Show street view
Structure Number: 40848, Location: W.HAVERFORD AVE 26F05 (Lat: 39.993333, Lng: -75.300000), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,978 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,232 (year 2032), Design Load: HS 25 or greater, Features Intersected: COBBS CREEK, Facility Carried by Structure: EAST EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40848, Location: W.HAVERFORD AVE 26F05 (Lat: 39.993333, Lng: -75.300000), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,978 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,232 (year 2032), Design Load: HS 25 or greater, Features Intersected: COBBS CREEK, Facility Carried by Structure: EAST EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 40849, Location: 2MI N.W.CHESTER PK 26F05 (Lat: 39.993644, Lng: -75.298628), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 21,978 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,232 (year 2032), Design Load: HS 25 or greater, Features Intersected: SEPTA (P & W), Facility Carried by Structure: EAST EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.0 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40849, Location: 2MI N.W.CHESTER PK 26F05 (Lat: 39.993644, Lng: -75.298628), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 21,978 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,232 (year 2032), Design Load: HS 25 or greater, Features Intersected: SEPTA (P & W), Facility Carried by Structure: EAST EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.0 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 44366, Location: NR. LANCASTER AV 3478-E10 (Lat: 40.005744, Lng: -75.285072), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 13,320 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 18,296 (year 2025), Design Load: HS 20, Features Intersected: AMTRAK; PHILA-HBG.BRANCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.164, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 44366, Location: NR. LANCASTER AV 3478-E10 (Lat: 40.005744, Lng: -75.285072), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 13,320 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 18,296 (year 2025), Design Load: HS 20, Features Intersected: AMTRAK; PHILA-HBG.BRANCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.164, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 46353, Location: 0.4 Mi S PA-23 3478-G6 (Lat: 40.026861, Lng: -75.274033), Route carried "on" structure: City street , Year Built: 1919, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,400 (year 2037), Design Load: HS 20, Features Intersected: Mill Creek, Facility Carried by Structure: Mill 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: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 46353, Location: 0.4 Mi S PA-23 3478-G6 (Lat: 40.026861, Lng: -75.274033), Route carried "on" structure: City street , Year Built: 1919, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,400 (year 2037), Design Load: HS 20, Features Intersected: Mill Creek, Facility Carried by Structure: Mill 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: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 67617, Location: SW RT 30 26E03/ 3588-A1 (Lat: 39.999767, Lng: -75.310500), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,772 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 12,481 (year 2032), Design Load: HL 93, Features Intersected: COBBS CREEK, Facility Carried by Structure: ARDMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 67617, Location: SW RT 30 26E03/ 3588-A1 (Lat: 39.999767, Lng: -75.310500), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,772 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 12,481 (year 2032), Design Load: HL 93, Features Intersected: COBBS CREEK, Facility Carried by Structure: ARDMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 67636, Location: WEST HAVERFORD RD. 26E03 (Lat: 40.000147, Lng: -75.309611), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,772 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 12,481 (year 2032), Design Load: HL 93, Features Intersected: SEPTA (P&W), Facility Carried by Structure: ARDMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67636, Location: WEST HAVERFORD RD. 26E03 (Lat: 40.000147, Lng: -75.309611), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,772 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 12,481 (year 2032), Design Load: HL 93, Features Intersected: SEPTA (P&W), Facility Carried by Structure: ARDMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing