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Bridge Statistics for Chester, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chester, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 50 Total length: 1,622 meters (5,322ft) Total costs: $63,853,000 Total average daily traffic: 1,883,038 Total average daily truck traffic: 184,694 National Bridge Inventory (NBI) Registered Bridges for Chester
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 23009500341568, Location: BARRY BRIDGE RAMPS 43C05 (Lat: 39.846556, Lng: -75.388733), Route carried "on" structure: Interstate 95, Year Built: 1977, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 156,069 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 126,022 (year 2013), Design Load: H 15, Features Intersected: RAMP E &RAMP F TO BARRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.618, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 23009500400949, Location: 1.5MI.N.OF US 322 43D05 (Lat: 39.848417, Lng: -75.382486), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1980, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 156,069 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 126,022 (year 2013), Design Load: H 15, Features Intersected: SEPTA (NOT ACTIVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.386, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 37.1m (121.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.9 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 23009500441114, Location: CITY OF CHESTER 43E04 (Lat: 39.851667, Lng: -75.373881), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1980, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 156,069 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 51,380 (year 2000), Design Load: H 15, Features Intersected: KERLIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Bituminous Find on map >>
Structure Number: 23009500441698, Location: BORO OF UPLAND 43F04 (Lat: 39.852389, Lng: -75.371986), Route carried "on" structure: Interstate 95, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 156,069 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 136,483 (year 2013), Design Load: H 15, Features Intersected: CHESTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23009500601258, Location: OVER RIDLEY CREEK 43J02 (Lat: 39.863639, Lng: -75.349117), Route carried "on" structure: Interstate 95, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 124,316 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 110,275 (year 2013), Design Load: H 15, Features Intersected: RIDLEY CREEK & SUN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.619, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 23029100640843, Location: JUST WEST OF RT352 43G05 (Lat: 39.845667, Lng: -75.361222), Route carried "on" structure: State highway 291, Year Built: 1999, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 14,050 (year 2008), Truck Traffic: 12%, Design Load: H 15, Features Intersected: CHESTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.903, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 23035200101484, Location: .8MI.S.RIDLEY CK. 43G03 (Lat: 39.856694, Lng: -75.361172), Route carried "on" structure: State highway 352, Year Built: 1967, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 11,744 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 9,906 (year 2012), Design Load: H 15, Features Intersected: INTERSTATE 95;CSX RAILRO, Facility Carried by Structure: EDGEMONT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.2 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $891,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23300100200144, Location: UPLAND BORO LINE 43E04 (Lat: 39.855528, Lng: -75.376472), Route carried "on" structure: State highway , Year Built: 1922, Year Reconstructed: 1961, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 24,998 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 47,958 (year 2013), Design Load: H 15, Features Intersected: CHESTER CREEK, Facility Carried by Structure: KERLIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.871, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 61.7 metric tons, Inventory Rating: 30.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $456,000, Total Project Cost: $2,091,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 233004002, Location: NR.FLOWER STREET 43D05 (Lat: 39.848333, Lng: -75.383333), Route carried "on" structure: State highway , Year Built: 1934, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,332 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,992 (year 2013), Design Load: H 15, Features Intersected: SEPTA(NOT ACTIVE BURIED), Facility Carried by Structure: CONCORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $229,000, Total Project Cost: $1,050,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 233035001006, Location: .3MI.N.OF US-322 43A06 (Lat: 39.843333, Lng: -75.401667), Route carried "on" structure: State highway , Year Built: 1967, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 12,461 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 32,690 (year 2000), Design Load: H 15, Features Intersected: INTERSTATE 95, Facility Carried by Structure: HIGHLAND AV.RELOC. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 233102001, Location: CHESTER CREEK 43G06 (Lat: 39.844694, Lng: -75.360139), Route carried "on" structure: State highway , Year Built: 1919, Year Reconstructed: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 51 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 8,382 (year 2013), Design Load: H 15, Features Intersected: CHESTER CREEK, Facility Carried by Structure: 2ND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 78.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 23702300600187, Location: .2MI.N.OF PA-291 43G05 (Lat: 39.846667, Lng: -75.363333), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 2,606 (year 2003), Average Future Daily Traffic: 5,619 , Design Load: HS 25, Features Intersected: CHESTER CREEK, Facility Carried by Structure: WEST FIFTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: December 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23702302600186, Location: .4MI.NORTH PA-291 43G05 (Lat: 39.849583, Lng: -75.363583), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 4,045 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 4,679 , Design Load: H 15, Features Intersected: CHESTER CREEK, Facility Carried by Structure: SEVENTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Underwater Inspection Date: July 2004, Other Special Inspection Date: July 2004, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $216,000, Total Project Cost: $989,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23702302700158, Location: .2MI.N OF PA-291 43J03 (Lat: 39.857889, Lng: -75.346861), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,766 (year 2003), Average Future Daily Traffic: 1,635 , Design Load: H 15, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: E 9TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $134,000, Total Project Cost: $612,000 Find on map >>
Structure Number: 23702303200157, Location: 1MI SO OF PA-291 43J04 (Lat: 39.853333, Lng: -75.346556), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 48 (year 2003), Average Future Daily Traffic: 1,143 , Design Load: H 15, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: E 4TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: Febuary 2004, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $144,000, Total Project Cost: $660,000 Find on map >>
Structure Number: 23730100200001, Location: 400FEET N.PA320 43G03 (Lat: 39.857411, Lng: -75.360739), Route carried "on" structure: City street 320, Year Built: 1963, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 7,500 (year 1980), Average Future Daily Traffic: 10,500 (year 2000), Design Load: H 15, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: UPLAND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 12, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 30.8m (101.0ft), 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: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730100300001, Location: 900FEET N.PA 320 43H03 (Lat: 39.858450, Lng: -75.358161), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 8,000 (year 1980), Average Future Daily Traffic: 11,200 (year 2000), Design Load: H 15, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: POTTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 12, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 30.8m (101.0ft), 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: 13.0m (42.7ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730100500001, Location: .3MI.NORTH PA 320 43H03 (Lat: 39.859469, Lng: -75.355689), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 9,500 (year 1980), Average Future Daily Traffic: 13,300 (year 2000), Design Load: H 15, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: CHESTNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), 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: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730100600001, Location: .5MI.NORTH PA 320 43H03 (Lat: 39.860681, Lng: -75.353450), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 9,500 (year 1980), Average Future Daily Traffic: 13,300 (year 2000), Design Load: H 15, Features Intersected: INTERSTATE 95;CSX;RMPS., Facility Carried by Structure: MELROSE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 32, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $224,000, Total Project Cost: $1,027,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23730103220058, Location: RAMP B COMM BARRY 43D06 (Lat: 39.840000, Lng: -75.383333), Route carried "on" structure: Ramp Other road , Year Built: 1974, Status: Open, Structure Length: 16.31m (53.51ft), Design Load: H 15, Features Intersected: SEVENTH STREET, Facility Carried by Structure: RAMP B COMM BARRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.30m (53.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730103220067, Location: RAMP A COM BARRY 43D06 (Lat: 39.840000, Lng: -75.396667), Route carried "on" structure: Ramp Other road , Year Built: 1974, Status: Open, Structure Length: 16.31m (53.51ft), Design Load: H 15, Features Intersected: SEVENTH ST;FLOWER STREET, Facility Carried by Structure: RAMP A COMM BARRY Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730103220119, Location: COMMODORE BARRY BR 43E09 (Lat: 39.828333, Lng: -75.373333), Route carried "on" structure: US 322, Year Built: 1974, Status: Open, Structure Length: 424.13m (1391.50ft), Average Daily Traffic: 28,650 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 30,000 (year 2014), Design Load: H 15, Features Intersected: DELAWARE RIVER/RR/ROADS Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 48, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 203.4m (667.3ft), Horizontal Clearance: 1722.1m (5,649.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 74, Length of Maximum Span: 501.1m (1,644.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 430.50m (1412.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: January 2008, Bridge Improvement Cost: $4,088,000, Roadway Improvement Cost: $12,041,000, Total Project Cost: $55,193,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23730103401428, Location: .5MI.N.OF RT 322 43E06 (Lat: 39.843333, Lng: -75.373333), Route carried "on" structure: Other road , Year Built: 1899, Year Reconstructed: 1947, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 300 (year 1992), Average Future Daily Traffic: 420 (year 2012), Design Load: H 15, Features Intersected: AMTRAK MAIN LINE(NEC), Facility Carried by Structure: LLOYD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $205,000, Total Project Cost: $940,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23801705100503, Location: BARRY BRIDGE INTER.43D05 (Lat: 39.850000, Lng: -75.381667), Route carried "on" structure: Ramp State highway , Year Built: 1976, Year Reconstructed: 1980, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 135 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 143 (year 2013), Design Load: H 15, Features Intersected: SEPTA(TRACKS REMOVED), Facility Carried by Structure: I-95 RAMPS R&S SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 23801705102263, Location: FLOWER ST.INTERCH. 43C05 (Lat: 39.846667, Lng: -75.390000), Route carried "on" structure: Ramp State highway , Year Built: 1976, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 135 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 143 (year 2012), Design Load: H 15, Features Intersected: RAMP E TO S.B.I-95, Facility Carried by Structure: RAMP F S.B. TO BAR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 23802305000625, Location: CHESTNUT ST.INTERC.43H03 (Lat: 39.835000, Lng: -75.423333), Route carried "on" structure: Ramp State highway , Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 47 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 48 (year 2011), Design Load: HS 20, Features Intersected: RAMP TO CHESTNUT STREET, Facility Carried by Structure: I-95 RAMP E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23009500341568, Location: BARRY BRIDGE RAMPS 43C05 (Lat: 39.846556, Lng: -75.388733), Route carried "under" structure: State highway , Year Built: 1977, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 135 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP E &RAMP F TO BARRY, Facility Carried by Structure: INTERSTATE 95 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 23009500341568, Location: BARRY BRIDGE RAMPS 43C05 (Lat: 39.846556, Lng: -75.388733), Route carried "under" structure: State highway , Year Built: 1977, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 135 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP E &RAMP F TO BARRY, Facility Carried by Structure: INTERSTATE 95 Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 23009500441114, Location: CITY OF CHESTER 43E04 (Lat: 39.851667, Lng: -75.373881), Route carried "under" structure: State highway , Year Built: 1964, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 24,996 (year 2008), Truck Traffic: 5%, Features Intersected: KERLIN STREET, Facility Carried by Structure: INTERSTATE 95 Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 23009500601258, Location: OVER RIDLEY CREEK 43J02 (Lat: 39.863639, Lng: -75.349117), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 600 (year 1980), Truck Traffic: 7%, Features Intersected: RIDLEY CREEK & SUN DRIVE, Facility Carried by Structure: INTERSTATE 95 Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 23035200101484, Location: .8MI.S.RIDLEY CK. 43G03 (Lat: 39.856694, Lng: -75.361172), Route carried "under" structure: Interstate 95, Year Built: 1967, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 79,762 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX RAILRO, Facility Carried by Structure: EDGEMONT AVENUE Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 8.053, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 23035200101484, Location: .8MI.S.RIDLEY CK. 43G03 (Lat: 39.856694, Lng: -75.361172), Route carried "under" structure: Interstate 95, Year Built: 1967, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 76,307 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX RAILRO, Facility Carried by Structure: EDGEMONT AVENUE Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 8.097, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 233035001006, Location: .3MI.N.OF US-322 43A06 (Lat: 39.843333, Lng: -75.401667), Route carried "under" structure: Interstate 95, Year Built: 1967, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 92,551 (year 2008), Truck Traffic: 11%, Features Intersected: INTERSTATE 95, Facility Carried by Structure: HIGHLAND AV.RELOC. Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 4.807, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 233035001006, Location: .3MI.N.OF US-322 43A06 (Lat: 39.843333, Lng: -75.401667), Route carried "under" structure: Interstate 95, Year Built: 1967, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 89,339 (year 2008), Truck Traffic: 11%, Features Intersected: INTERSTATE 95, Facility Carried by Structure: HIGHLAND AV.RELOC. Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 4.831, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 23730100200001, Location: 400FEET N.PA320 43G03 (Lat: 39.857411, Lng: -75.360739), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 79,762 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: UPLAND STREET Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.879, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 23730100200001, Location: 400FEET N.PA320 43G03 (Lat: 39.857411, Lng: -75.360739), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,307 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: UPLAND STREET Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.919, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 23730100300001, Location: 900FEET N.PA 320 43H03 (Lat: 39.858450, Lng: -75.358161), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 79,762 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: POTTER STREET Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 8.879, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 23730100300001, Location: 900FEET N.PA 320 43H03 (Lat: 39.858450, Lng: -75.358161), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,307 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: POTTER STREET Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 8.919, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 23730100500001, Location: .3MI.NORTH PA 320 43H03 (Lat: 39.859469, Lng: -75.355689), Route carried "under" structure: Interstate 95, Year Built: 1966, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 79,762 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: CHESTNUT STREET Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.879, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 23730100500001, Location: .3MI.NORTH PA 320 43H03 (Lat: 39.859469, Lng: -75.355689), Route carried "under" structure: Interstate 95, Year Built: 1966, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 76,307 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX R.R., Facility Carried by Structure: CHESTNUT STREET Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.919, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 23730100600001, Location: .5MI.NORTH PA 320 43H03 (Lat: 39.860681, Lng: -75.353450), Route carried "under" structure: Ramp State highway , Year Built: 1963, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 47 (year 2008), Truck Traffic: 7%, Features Intersected: INTERSTATE 95;CSX;RMPS., Facility Carried by Structure: MELROSE AVENUE Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 23730100600001, Location: .5MI.NORTH PA 320 43H03 (Lat: 39.860681, Lng: -75.353450), Route carried "under" structure: Ramp State highway , Year Built: 1963, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 47 (year 2008), Truck Traffic: 7%, Features Intersected: INTERSTATE 95;CSX;RMPS., Facility Carried by Structure: MELROSE AVENUE Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 23730100600001, Location: .5MI.NORTH PA 320 43H03 (Lat: 39.860681, Lng: -75.353450), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 76,307 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX;RMPS., Facility Carried by Structure: MELROSE AVENUE Minimum Vertical Clearance: 6.05m (19.85ft), Kilometerpoint: 8.919, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 23730100600001, Location: .5MI.NORTH PA 320 43H03 (Lat: 39.860681, Lng: -75.353450), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 79,762 (year 2008), Truck Traffic: 10%, Features Intersected: INTERSTATE 95;CSX;RMPS., Facility Carried by Structure: MELROSE AVENUE Minimum Vertical Clearance: 7.98m (26.18ft), Kilometerpoint: 8.879, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 23730103220058, Location: RAMP B COMM BARRY 43D06 (Lat: 39.840000, Lng: -75.383333), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 16.31m (53.51ft), Features Intersected: SEVENTH STREET, Facility Carried by Structure: RAMP B COMM BARRY Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: Toll bridge, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 23730103220067, Location: RAMP A COM BARRY 43D06 (Lat: 39.840000, Lng: -75.396667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 16.31m (53.51ft), Features Intersected: SEVENTH ST;FLOWER STREET, Facility Carried by Structure: RAMP A COMM BARRY Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Toll: Toll bridge, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 23730103220067, Location: RAMP A COM BARRY 43D06 (Lat: 39.840000, Lng: -75.396667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 16.31m (53.51ft), Features Intersected: SEVENTH ST;FLOWER STREET, Facility Carried by Structure: RAMP A COMM BARRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Toll: Toll bridge, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 23730103220119, Location: COMMODORE BARRY BR 43E09 (Lat: 39.828333, Lng: -75.373333), Route carried "under" structure: Business US 13, Year Built: 1974, Structure Length: 424.13m (1391.50ft), Average Daily Traffic: 5,048 (year 2008), Truck Traffic: 9%, Features Intersected: DELAWARE RIVER/RR/ROADS, Facility Carried by Structure: US 322 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.673, Lanes on structure: 5, Lanes under structure: 24, Toll: Toll bridge, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 501.1m (1,644.0ft) Find on map >>
Structure Number: 23730103220119, Location: COMMODORE BARRY BR 43E09 (Lat: 39.828333, Lng: -75.373333), Route carried "under" structure: Business State highway 291, Year Built: 1974, Structure Length: 424.13m (1391.50ft), Average Daily Traffic: 2,200 (year 2008), Truck Traffic: 10%, Features Intersected: DELAWARE RIVER/RR/ROADS, Facility Carried by Structure: US 322 Minimum Vertical Clearance: 21.34m (70.01ft), Kilometerpoint: 2.044, Lanes on structure: 5, Lanes under structure: 24, Toll: Toll bridge, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 501.1m (1,644.0ft) Find on map >>
Structure Number: 23801705102263, Location: FLOWER ST.INTERCH. 43C05 (Lat: 39.846667, Lng: -75.390000), Route carried "under" structure: Ramp State highway , Year Built: 1976, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 135 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP E TO S.B.I-95, Facility Carried by Structure: RAMP F S.B. TO BAR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Chester, PA, Pennsylvania, All US cities.
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