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

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Structure Number: 39168,  Location: S of Paschall Ave 36G04 (Lat: 39.926619,  Lng: -75.228656),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,000 (year 1980),  Average Future Daily Traffic: 4,000 (year 1980),  Features Intersected: AMTRAK (NE Corridor),  Facility Carried by Structure: 62nd Street
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $591,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39169,  Location: S of Paschall Ave 36F04 (Lat: 39.925800,  Lng: -75.229797),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,300 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 1976),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK (NE Corridor),  Facility Carried by Structure: 63rd Street
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3917,  Location: at 7th Street 28J03 (Lat: 40.001325,  Lng: -75.141856),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 3,600 (year 1980),  Average Future Daily Traffic: 5,040 (year 2000),  Features Intersected: CONRAIL,  Facility Carried by Structure: Glenwood Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $238,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39171,  Location: at Nineteenth St 3590-D1 (Lat: 39.993997,  Lng: -75.163700),  Route carried "on" structure: City street ,  Year Built: 1919,  Year Reconstructed: 1969,  Status: Closed,  Structure Length: 3.41m (11.19ft),  Average Future Daily Traffic: 4,300 (year 2015),  Features Intersected: AMTRAK, CONRAIL,  Facility Carried by Structure: Margie Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  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: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Imminent failure,  Substructure: Serious,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $297,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39172,  Location: S of Bloomfield Rd 08K13 (Lat: 40.090200,  Lng: -75.069400),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 10,700 (year 1983),  Average Future Daily Traffic: 14,980 (year 2003),  Design Load: HS 20,  Features Intersected: Pennypack Creek,  Facility Carried by Structure: Pine Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $930,000,  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: 39173,  Location: BTWN 26TH & 27TH 28D09 (Lat: 39.968986,  Lng: -75.181592),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 75,000 (year 1977),  Average Future Daily Traffic: 105,000 (year 1997),  Design Load: HS 25 or greater,  Features Intersected: Conrail & B&O Railroad,  Facility Carried by Structure: Pennsylvania Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 38 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 6.4m (21.0ft),  Right: 7.7m (25.3ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $725,000,  Total Project Cost: $3,322,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 39174,  Location: S.PASCHALL AVE 3669-B3 (Lat: 39.918997,  Lng: -75.239500),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 10,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,100 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK (NE Corridor),  Facility Carried by Structure: 70th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39175,  Location: W of Seventh St 28J03 (Lat: 40.002647,  Lng: -75.142908),  Route carried "on" structure: City street ,  Year Built: 1907,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 6,300 (year 1979),  Average Future Daily Traffic: 6,300 (year 1979),  Design Load: HL 93,  Features Intersected: CONRAIL,  Facility Carried by Structure: Sedgley Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $745,000,  Deck Structure Type: Closed Grating

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Structure Number: 39176,  Location: N of St. Martins Ln 16K04 (Lat: 40.066200,  Lng: -75.205297),  Route carried "on" structure: City street ,  Year Built: 1883,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 6,880 (year 2012),  Average Future Daily Traffic: 8,800 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA,  Facility Carried by Structure: Willow Grove Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $297,000,  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: 39177,  Location: WISSAHICKON CREEK 16H06 (Lat: 40.055400,  Lng: -75.217750),  Route carried "on" structure: Other road ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 100 (year 1982),  Average Future Daily Traffic: 100 (year 1982),  Features Intersected: Wissahickon Creek,  Facility Carried by Structure: Valley Green Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Superstructure: Fair,  Substructure: Critical,  Channel: Serious,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $216,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39178,  Location: S of Paschall Avenu 36E05 (Lat: 39.917894,  Lng: -75.241067),  Route carried "on" structure: City street ,  Year Built: 1901,  Year Reconstructed: 1915,  Status: Posted for load,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 40,000 (year 1980),  Average Future Daily Traffic: 4,000 (year 1980),  Features Intersected: AMTRAK (NE Corridor),  Facility Carried by Structure: 71st Street
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $161,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39179,  Location: S of Paschell Ave 36E05 (Lat: 39.916906,  Lng: -75.242444),  Route carried "on" structure: City street ,  Year Built: 1913,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,000 (year 1980),  Average Future Daily Traffic: 2,000 (year 1980),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK (NE Corridor),  Facility Carried by Structure: 72nd Street
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $972,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3918,  Location: PASSYUNK OVERPASS 37B05 (Lat: 39.921700,  Lng: -75.190833),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 21,524 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,263 (year 2040),  Design Load: HS 20,  Features Intersected: 26TH ST;PASSYUNK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39181,  Location: PASSYUNK AVE OVPAS 37B05 (Lat: 39.921389,  Lng: -75.189444),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 18.87m (61.91ft),  Average Daily Traffic: 23,768 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,001 (year 2040),  Design Load: HS 20,  Features Intersected: PASSYUNK AVE;VARE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39182,  Location: MOYAMENSING OVPASS 37D06 (Lat: 39.913333,  Lng: -75.182500),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 25,707 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,367 (year 2040),  Design Load: HS 20,  Features Intersected: MOYAMENSING AVE;RAMP N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39183,  Location: RAMP M 37D06 (Lat: 39.912500,  Lng: -75.181700),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 21.12m (69.29ft),  Average Daily Traffic: 5,101 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,224 (year 2040),  Design Load: HS 20,  Features Intersected: PACKER AVE;TWENTIETH ST,  Facility Carried by Structure: RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 39184,  Location: MOYAMENSING OVPASS 37D06 (Lat: 39.913297,  Lng: -75.181389),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 14.45m (47.41ft),  Average Daily Traffic: 23,768 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,001 (year 2040),  Design Load: HS 20,  Features Intersected: MOYAMENSING ST;TWENTIETH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.40m (50.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $1,431,000 ( Estimate for 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: 39185,  Location: RAMP K-L 37D06 (Lat: 39.911944,  Lng: -75.173889),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,937 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,464 (year 2040),  Design Load: HS 20,  Features Intersected: PACKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39186,  Location: BROAD ST OVERPASS 37E06 (Lat: 39.912500,  Lng: -75.172500),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 80,588 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,333 (year 2040),  Design Load: HS 20,  Features Intersected: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39187,  Location: TENTH ST.OVERPASS 37F06 (Lat: 39.911389,  Lng: -75.165556),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 80,588 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,333 (year 2040),  Design Load: HS 20,  Features Intersected: TENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39188,  Location: SEVENTH OVERPASS 37G07 (Lat: 39.910833,  Lng: -75.160833),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 80,588 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,333 (year 2040),  Design Load: HS 20,  Features Intersected: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39189,  Location: RANDOLPH OVERPASS 37G06 (Lat: 39.910556,  Lng: -75.158889),  Route carried "on" structure: Interstate 76,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 80,588 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,333 (year 2040),  Design Load: HS 20,  Features Intersected: RANDOLPH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $20,000,000,  Roadway Improvement Cost: $2,000,000,  Total Project Cost: $22,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39192,  Location: E of 49th Street - 36J01 (Lat: 39.943297,  Lng: -75.214997),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,800 (year 1980),  Average Future Daily Traffic: 6,720 (year 2000),  Design Load: HS 25 or greater,  Features Intersected: SEPTA,  Facility Carried by Structure: Kingsessing Avenue
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  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: $29,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $394,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39194,  Location: W of 66th Street - 27B06 (Lat: 39.983297,  Lng: -75.257997),  Route carried "on" structure: City street ,  Year Built: 1918,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 800 (year 1980),  Average Future Daily Traffic: 800 (year 1980),  Features Intersected: Indian Creek,  Facility Carried by Structure: Sherwood Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 40.8 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $140,000

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Structure Number: 39196,  Location: At 60th Street - 36G03 (Lat: 39.930297,  Lng: -75.227597),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 9,325 (year 1992),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,900 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: CSX Railroad,  Facility Carried by Structure: Woodland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $1,101,000,  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: 39197,  Location: W of Waldemire Dr 20B01 (Lat: 40.082369,  Lng: -74.982531),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 5,000 (year 1982),  Average Future Daily Traffic: 7,000 (year 2002),  Design Load: HS 20,  Features Intersected: Byberry Creek,  Facility Carried by Structure: Chalfont Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $489,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39198,  Location: RICHMOND ST OVRPS 29J04 (Lat: 39.993297,  Lng: -75.079997),  Route carried "on" structure: State highway 90,  Year Built: 1975,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 20,980 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,600 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RICHMOND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 55.8m (183.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 55.8m (183.1ft),  Out-to-Out Width: 57.0m (187.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 60.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 39199,  Location: PENNSAUKEN (Lat: 39.985000,  Lng: -75.068331),  Route carried "on" structure: State highway 90,  Year Built: 1976,  Status: Open,  Structure Length: 258.50m (848.10ft),  Average Daily Traffic: 38,681 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,417 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: DEL. R, R.AVE,CON,NJ TR.
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 51,  Length of Maximum Span: 222.2m (729.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 392,  Location: S of Chester Ave - 36J01 (Lat: 39.943469,  Lng: -75.215717),  Route carried "on" structure: City street ,  Year Built: 1894,  Year Reconstructed: 1942,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,000 (year 1985),  Average Future Daily Traffic: 7,000 (year 2005),  Design Load: H 20,  Features Intersected: SEPTA,  Facility Carried by Structure: 49th Street
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  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: $72,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $973,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 39201,  Location: N of Indiana Ave - 29A04 (Lat: 39.995897,  Lng: -75.131900),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,000 (year 1981),  Average Future Daily Traffic: 2,000 (year 1981),  Features Intersected: CONRAIL (Richmond Br),  Facility Carried by Structure: Mascher Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $675,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39202,  Location: "B"& Somerset Sts.3590-K2 (Lat: 39.991917,  Lng: -75.126772),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,400 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,900 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL (Richmond Br),  Facility Carried by Structure: "B" & Somerset Sts
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 39203,  Location: S of Wise's Mill Rd 16H06 (Lat: 40.057697,  Lng: -75.219597),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 200 (year 1982),  Average Future Daily Traffic: 280 (year 2002),  Design Load: H 15,  Features Intersected: Branch, Wissahickon Crk,  Facility Carried by Structure: Wissahickon Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019

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Structure Number: 39204,  Location: EAST OF 32ND STR. 28C07 (Lat: 39.981000,  Lng: -75.186700),  Route carried "on" structure: City street ,  Year Built: 1892,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 5,300 (year 1979),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,200 (year 1979),  Features Intersected: AMTRAK (NE CORRIDOR),  Facility Carried by Structure: OXFORD STREET
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.50m (37.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $566,000,  Total Project Cost: $2,593,000,  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: 39205,  Location: E of Ashfield Lane 20B03 (Lat: 40.072800,  Lng: -74.987797),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 7,800 (year 1981),  Average Future Daily Traffic: 10,920 (year 2001),  Design Load: HS 20,  Features Intersected: Byberry Creek,  Facility Carried by Structure: Morrell Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 39206,  Location: E of Canoe House 37D08 (Lat: 39.903964,  Lng: -75.180567),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 300 (year 1982),  Average Future Daily Traffic: 420 (year 2002),  Features Intersected: FDR Park Lake,  Facility Carried by Structure: FDR Park North Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 39207,  Location: W of Forbidden Drive16H06 (Lat: 40.057683,  Lng: -75.220197),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 200 (year 1982),  Average Future Daily Traffic: 280 (year 2002),  Features Intersected: Branch, Wissahickon Crk,  Facility Carried by Structure: Wise's Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39209,  Location: S of Baltimore - 27E13 (Lat: 39.945400,  Lng: -75.236897),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 5,500 (year 1986),  Average Future Daily Traffic: 4,200 (year 1999),  Design Load: HS 20,  Features Intersected: SEPTA,  Facility Carried by Structure: 57th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing