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

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Structure Number: 38904,  Location: GRAYS FERRY AVE. 3589J10 (Lat: 39.939197,  Lng: -75.198197),  Route carried "on" structure: State highway ,  Year Built: 1896,  Year Reconstructed: 1918,  Status: Posted for load,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 25,022 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,523 (year 2032),  Design Load: H 15,  Features Intersected: CSX RR TUNNELS,  Facility Carried by Structure: 34TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $624,000,  Total Project Cost: $2,861,000

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Structure Number: 38905,  Location: GRAYS FERRY AVE. 3589J10 (Lat: 39.941419,  Lng: -75.197539),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 30,012 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,533 (year 2032),  Design Load: H 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: 34TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $1,366,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38906,  Location: UNIVERSITY AVE. 3589J10 (Lat: 39.943206,  Lng: -75.196553),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 30,012 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,533 (year 2032),  Design Load: H 20,  Features Intersected: SCHUYLKILL RIV; I-76 WB,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.082,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.20m (56.43ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $577,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 38915,  Location: KINGSESSING PARK 3699C02 (Lat: 39.927444,  Lng: -75.236550),  Route carried "on" structure: State highway ,  Year Built: 1910,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,252 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,739 (year 2032),  Design Load: H 20,  Features Intersected: CSX RAILROAD(MAIN LINE),  Facility Carried by Structure: 65TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $2,114,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38916,  Location: NR.GLENMORE AVENUE3699C03 (Lat: 39.924000,  Lng: -75.232444),  Route carried "on" structure: State highway ,  Year Built: 1913,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 6,252 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,739 (year 2032),  Design Load: H 20,  Features Intersected: AMTRAK (MAIN LINE)MP5.69,  Facility Carried by Structure: 65TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $707,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38917,  Location: NR.EASTWICK AVENUE3699E03 (Lat: 39.919503,  Lng: -75.221811),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 15,594 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,616 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA AIRPORT H S LINE,  Facility Carried by Structure: 63RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.719,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 38919,  Location: FAIRMOUNT PARK 3589F02 (Lat: 39.993572,  Lng: -75.217756),  Route carried "on" structure: State highway ,  Year Built: 1896,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 20,634 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,968 (year 2032),  Features Intersected: RAMP B PARKSIDE AVE.CITY,  Facility Carried by Structure: BELMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.972,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $351,000

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Structure Number: 38921,  Location: CENTER CITY PHILA. 3590A8 (Lat: 39.951542,  Lng: -75.181794),  Route carried "on" structure: State highway 3,  Year Built: 1892,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 73.40m (240.81ft),  Average Daily Traffic: 13,781 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,273 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SCHUYLKILL,24TH,RR,32,31,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.378,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.40m (240.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $1,038,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38938,  Location: 1MI.W.CITY HALL 3590A08 (Lat: 39.953333,  Lng: -75.183333),  Route carried "on" structure: State highway 3,  Year Built: 1912,  Year Reconstructed: 1957,  Status: Closed,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 13,349 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.209,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $613,000,  Total Project Cost: $2,809,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38939,  Location: 1MI.W.CITY HALL 3590B08 (Lat: 39.953333,  Lng: -75.183333),  Route carried "on" structure: State highway 3,  Year Built: 1901,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 13,349 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: H 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.209,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $224,000

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Structure Number: 3894,  Location: .8MI.W.CITY HALL 3590B08 (Lat: 39.952783,  Lng: -75.179172),  Route carried "on" structure: State highway 3,  Year Built: 1864,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 13,349 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: H 15,  Features Intersected: 24TH STREET,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.209,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $126,000

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Structure Number: 38941,  Location: PENN'S LAND TUN.3590H09 (Lat: 39.948108,  Lng: -75.141969),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 815 (year 2022),  Truck Traffic: 43%,  Average Future Daily Traffic: 2,757 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 95;AND RAMPS,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38942,  Location: FRONT;DELAWARE AVE.3590H9 (Lat: 39.948083,  Lng: -75.141583),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 815 (year 2022),  Truck Traffic: 43%,  Average Future Daily Traffic: 2,757 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DELAWARE AVE;RAMP;RR,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38943,  Location: .1MI SE.29TH ST. 3590B03 (Lat: 39.985806,  Lng: -75.179556),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 8,777 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,221 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK MAIN LINE,N-S,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.618,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $926,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38951,  Location: GUSTINE LAKE INTER3479G08 (Lat: 40.014875,  Lng: -75.206650),  Route carried "on" structure: State highway ,  Year Built: 1888,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 6,518 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,124 (year 2032),  Design Load: H 15,  Features Intersected: WISSAHICKON CREEK,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $916,000

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Structure Number: 38954,  Location: ROXBOROUGH 3479G08 (Lat: 40.016986,  Lng: -75.211389),  Route carried "on" structure: State highway ,  Year Built: 1928,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 14,596 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,375 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $253,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38955,  Location: .9MI.SE.CITY 3479 B01 (Lat: 40.061939,  Lng: -75.238250),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,031 (year 2032),  Design Load: HS 20,  Features Intersected: HENRY AVENUE SOUTHBOUND,  Facility Carried by Structure: RIDGE AVENUE N.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.221,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38958,  Location: 30TH STREET STA. 3590A08 (Lat: 39.954703,  Lng: -75.182117),  Route carried "on" structure: Bypass State highway ,  Year Built: 1932,  Status: Open,  Structure Length: 22.68m (74.41ft),  Average Daily Traffic: 11,496 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,900 (year 2032),  Design Load: H 20,  Features Intersected: SCHUYLKILL EXPWY.&AMTRAK,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.161,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.80m (71.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $1,308,000,  Total Project Cost: $5,994,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38961,  Location: GLENWOOD & SEDGLEY3590A03 (Lat: 39.956667,  Lng: -75.180000),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 5,297 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,648 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK N.E.C.,  Facility Carried by Structure: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $832,000,  Total Project Cost: $3,815,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38963,  Location: ISLAND;DRAINAGE CN3699B07 (Lat: 39.898461,  Lng: -75.238403),  Route carried "on" structure: State highway ,  Year Built: 1915,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 32,450 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,263 (year 2032),  Design Load: H 20,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 38964,  Location: AIRPORT HIGH SPEED3699B07 (Lat: 39.899331,  Lng: -75.238669),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 32,450 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,263 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA;FRONTAGE ROAD,  Facility Carried by Structure: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38968,  Location: N.30TH ST.STATION 3590A06 (Lat: 39.963467,  Lng: -75.186778),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 20,854 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,789 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK(32ND)(HBG)SEPTA,F,  Facility Carried by Structure: SPRING GARDEN STR.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.991,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.50m (57.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $1,790,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3897,  Location: NR.EXPWAY.& 31 ST.3590A06 (Lat: 39.963861,  Lng: -75.185025),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 20,854 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,789 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK(NEC),  Facility Carried by Structure: SPRING GARDEN STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.991,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $359,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38971,  Location: SPRING GARDEN INCH3590A08 (Lat: 39.963983,  Lng: -75.184606),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 11,955 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,599 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: SPRING GARDEN STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $389,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38972,  Location: NEAR ART MUSEUM 3590A06 (Lat: 39.964333,  Lng: -75.183550),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 11,955 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,599 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIVER, MLK DR,  Facility Carried by Structure: SPRING GARDEN STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.40m (47.24ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $643,000,  Total Project Cost: $2,948,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 38973,  Location: PHILA.ART MUSEUM 3590A06 (Lat: 39.963883,  Lng: -75.180903),  Route carried "on" structure: Spur State highway ,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,978 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,800 (year 2032),  Design Load: HS 20,  Features Intersected: WEST RIVER DRIVE RAMP,  Facility Carried by Structure: SPRING GARDEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.550,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38975,  Location: SW.PHILA 3699B01 (Lat: 39.933489,  Lng: -75.240192),  Route carried "on" structure: State highway ,  Year Built: 1924,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 22,841 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,859 (year 2032),  Design Load: H 20,  Features Intersected: COBBS CREEK,  Facility Carried by Structure: COBBS CREEK PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 55.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $198,000

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Structure Number: 38976,  Location: SW.PHILA 3699-C01 (Lat: 39.933872,  Lng: -75.236669),  Route carried "on" structure: State highway ,  Year Built: 1924,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 22,841 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,859 (year 2032),  Design Load: H 20,  Features Intersected: COBBS CREEK,  Facility Carried by Structure: COBBS CREEK PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020

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Structure Number: 38977,  Location: S.BALTIMORE AVE. 3589 B09 (Lat: 39.940000,  Lng: -75.240000),  Route carried "on" structure: State highway ,  Year Built: 1908,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 22,059 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,605 (year 2032),  Design Load: H 20,  Features Intersected: SEPTA,  Facility Carried by Structure: 58TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.764,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 6.6m (21.7ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 38978,  Location: S.BALTIMORE AVE. 3589D09 (Lat: 39.946214,  Lng: -75.228283),  Route carried "on" structure: State highway ,  Year Built: 1917,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,171 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,795 (year 2032),  Design Load: H 20,  Features Intersected: SEPTA(WEST CHESTER BR.),  Facility Carried by Structure: WHITBY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $340,000,  Total Project Cost: $1,557,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38987,  Location: NEAR JERRYS CORNER3699H03 (Lat: 39.918556,  Lng: -75.206528),  Route carried "on" structure: State highway ,  Year Built: 1983,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 68.28m (224.02ft),  Average Daily Traffic: 38,826 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 48,069 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCHUYLKILL RIVER;ROADS,  Facility Carried by Structure: PASSYUNK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.442,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 17,  Length of Maximum Span: 67.7m (222.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 69.30m (227.36ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $1,474,000,  Deck Structure Type: Open Grating

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Structure Number: 38992,  Location: NEAR 24TH STREET 3699K03 (Lat: 39.921603,  Lng: -75.190475),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 38,158 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,325 (year 2032),  Design Load: H 20,  Features Intersected: 26TH STREET,  Facility Carried by Structure: PASSYUNK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.539,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $435,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38996,  Location: NEAR 60TH STREET 3699E02 (Lat: 39.927208,  Lng: -75.223203),  Route carried "on" structure: State highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,232 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,831 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA AIRPORT H S LINE,  Facility Carried by Structure: ELMWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.316,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38997,  Location: NXT TO BARTRAMS PK3699F01 (Lat: 39.933056,  Lng: -75.215556),  Route carried "on" structure: State highway ,  Year Built: 1902,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 7,650 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,614 (year 2032),  Design Load: HL 93,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: LINDBERGH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.069,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $1,431,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38998,  Location: 49TH S.WOODLAND 3589 G10 (Lat: 39.939167,  Lng: -75.210556),  Route carried "on" structure: State highway ,  Year Built: 1923,  Status: Posted for load,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 7,650 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,614 (year 2032),  Design Load: H 20,  Features Intersected: AMTRAK(NY-WASH BRANCH),  Facility Carried by Structure: 49TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $1,092,000,  Total Project Cost: $5,006,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous