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

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Structure Number: 38517,  Location: N.PLATT BRIDGE 3699E08 (Lat: 39.892217,  Lng: -75.223906),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 67,265 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,555 (year 2032),  Design Load: HS 20,  Features Intersected: PENROSE AVE/TRIB MINGO C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.098,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 71.3m (233.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 48.00m (157.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38518,  Location: N.PLATT BRIDGE 3699F09 (Lat: 39.890611,  Lng: -75.221517),  Route carried "on" structure: Interstate 95,  Year Built: 1985,  Status: Open,  Structure Length: 81.59m (267.68ft),  Average Daily Traffic: 59,171 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,251 (year 2032),  Design Load: HS 20,  Features Intersected: SLUDGE LAGOONS & RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.927,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.80m (271.65ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 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: 3852,  Location: N.PLATT BRIDGE 3699F08 (Lat: 39.891167,  Lng: -75.221589),  Route carried "on" structure: Interstate 95,  Year Built: 1985,  Status: Open,  Structure Length: 81.69m (268.01ft),  Average Daily Traffic: 67,265 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,555 (year 2032),  Design Load: HS 20,  Features Intersected: SLUDGE LAGOONS & RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.90m (271.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38523,  Location: ENTERPRISE AVE.RP.3699G09 (Lat: 39.886389,  Lng: -75.214439),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 34.32m (112.60ft),  Average Daily Traffic: 59,171 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,251 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR;ACCESS RD;HOG ISLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.743,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.20m (102.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $762,000,  Total Project Cost: $3,494,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38524,  Location: N.APPR.GIRARD PT. 3699G09 (Lat: 39.892500,  Lng: -75.196944),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 68.64m (225.20ft),  Average Daily Traffic: 69,076 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,962 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWAMP LAND (SLUDGE)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.743,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.40m (224.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $862,000,  Total Project Cost: $3,951,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38527,  Location: ENTERPRISE AVE.RP.3699F09 (Lat: 39.886125,  Lng: -75.212083),  Route carried "on" structure: ServiceInterstate 95,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 27.83m (91.31ft),  Average Daily Traffic: 67,265 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAGOONS;RR;ACCESS ROADS
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 4.904,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 25.80m (84.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38529,  Location: S.APPR.GIRARD PT. 3699G09 (Lat: 39.886083,  Lng: -75.210889),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 67.39m (221.10ft),  Average Daily Traffic: 78,686 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,593 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWAMP LAND (SLUDGE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.904,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.40m (224.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $5,343,000,  Total Project Cost: $24,490,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3853,  Location: GIRARD POINT BRD. 3699J08 (Lat: 39.887889,  Lng: -75.203631),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 157.49m (516.70ft),  Average Daily Traffic: 147,762 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCHUYLKILL RIVER,RR,ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.771,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 15,  Length of Maximum Span: 213.4m (700.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 159.90m (524.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: November 2019,  Bridge Improvement Cost: $747,000,  Roadway Improvement Cost: $2,199,000,  Total Project Cost: $10,081,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38533,  Location: N.APPR.GIRARD PT. 3700A01 (Lat: 39.896889,  Lng: -75.190264),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 59.31m (194.59ft),  Average Daily Traffic: 69,076 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,962 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROOSEVELT PARK,NAVY YARD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 7.347,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.20m (197.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $759,000,  Total Project Cost: $3,478,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38535,  Location: S.APPR.GIRARD PT.3700A07 (Lat: 39.897000,  Lng: -75.189589),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 59.41m (194.91ft),  Average Daily Traffic: 78,686 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,593 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROOSELT.PK.NAVY YARD;I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.430,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.30m (197.83ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $954,000,  Roadway Improvement Cost: $2,810,000,  Total Project Cost: $12,880,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38537,  Location: BETW.JFK & NAVY YD3700B07 (Lat: 39.898139,  Lng: -75.182811),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 89.06m (292.19ft),  Average Daily Traffic: 147,762 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BROAD ST.NB&SBI-95RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.941,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 20,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 113.20m (371.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $1,664,000,  Roadway Improvement Cost: $4,902,000,  Total Project Cost: $22,469,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38541,  Location: EAST BROAD STREET 3700C07 (Lat: 39.898722,  Lng: -75.172614),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 30.51m (100.10ft),  Average Daily Traffic: 123,311 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 127,128 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TERMINAL AVE;RR SIDINGS;,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.941,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.00m (101.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $1,548,000,  Total Project Cost: $7,095,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38542,  Location: EAST BROAD STREET 3700D07 (Lat: 39.898806,  Lng: -75.169033),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 158.22m (519.09ft),  Average Daily Traffic: 123,311 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 127,128 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.136,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 67,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 160.60m (526.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $3,977,000,  Roadway Improvement Cost: $11,712,000,  Total Project Cost: $53,685,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38547,  Location: PACKER BAR 3700F06 (Lat: 39.902056,  Lng: -75.151189),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 18.87m (61.91ft),  Average Daily Traffic: 123,311 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 127,128 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PATTISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.718,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $454,000,  Total Project Cost: $2,081,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38549,  Location: SOUTH PHLY 3700 G04 (Lat: 39.914142,  Lng: -75.148014),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 36.24m (118.90ft),  Average Daily Traffic: 110,564 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,093 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OREGON AVE & SHUNK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.471,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.80m (120.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $3,132,000,  Total Project Cost: $14,358,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38552,  Location: S.PHILA 3700G04 (Lat: 39.915556,  Lng: -75.147525),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Status: Open,  Structure Length: 90.77m (297.80ft),  Average Daily Traffic: 110,564 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,093 (year 2032),  Design Load: HS 20,  Features Intersected: SHUNK ST.TO MIFFLIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.263,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 73.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 92.10m (302.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,738,000,  Roadway Improvement Cost: $16,900,000,  Total Project Cost: $77,465,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 38555,  Location: QUEEN VILLAGE 3700-G02 (Lat: 39.923639,  Lng: -75.147208),  Route carried "on" structure: Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 134.66m (441.80ft),  Average Daily Traffic: 126,983 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,093 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MIFFLIN ST TO CHRISTIAN,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.171,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 67,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 136.70m (448.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,032,000,  Roadway Improvement Cost: $20,709,000,  Total Project Cost: $94,926,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3856,  Location: NEAR PENN'S LAND.3700G01 (Lat: 39.936011,  Lng: -75.144467),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 123,471 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,093 (year 2032),  Design Load: HS 20,  Features Intersected: QUEEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.518,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38563,  Location: .3MI.S.WALNUT STR.3590G10 (Lat: 39.938758,  Lng: -75.143436),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 56,770 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,407 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMPS SD AND DN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.518,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38564,  Location: PENN'S LANDING TUN.3590H9 (Lat: 39.944228,  Lng: -75.142744),  Route carried "on" structure: State highway ,  Year Built: 1976,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,013 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,643 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-95; RAMP NX; RAMP XN,  Facility Carried by Structure: SPRUCE & DOCK STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 6.1m (20.0ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 213.9m (701.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 38568,  Location: NR.B FRANKLIN BRG.3590H08 (Lat: 39.953600,  Lng: -75.140936),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RACE STREET&RAMP NFN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.547,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 3857,  Location: NEAR RACE STREET 3590H07 (Lat: 39.956650,  Lng: -75.140750),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CALLOWHILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.547,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38571,  Location: NR.B FRANKLIN BRG.3590H08 (Lat: 39.957222,  Lng: -75.141111),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RACE STREET&RAMP NFN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.610,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 38572,  Location: NEAR RACE STREET3590H07 (Lat: 39.963333,  Lng: -75.138889),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20,  Features Intersected: CALLOWHILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.610,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38574,  Location: .4MI.N.B.FRANKLIN 3590H07 (Lat: 39.960436,  Lng: -75.140236),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPRING GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.236,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38576,  Location: .1MI.N.SPRING GAR.3590H07 (Lat: 39.961792,  Lng: -75.139672),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAIRMOUNT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.236,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38577,  Location: .1MI.N.SPG.GRD.ST.3590H07 (Lat: 39.963061,  Lng: -75.138892),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BROWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.236,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38579,  Location: .4MI.N.B.FRANKLIN 3590H07 (Lat: 39.960389,  Lng: -75.140731),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPRING GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.304,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3858,  Location: .1MI.N.SPRG.GARD. 3590H07 (Lat: 39.968333,  Lng: -75.129722),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAIRMOUNT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.304,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38581,  Location: .1MI.N.SPR.GARD.3590H07 (Lat: 39.968333,  Lng: -75.129167),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BROWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.304,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $156,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38584,  Location: N.BEN FRANKLI BR. 3590J06 (Lat: 39.963944,  Lng: -75.138089),  Route carried "on" structure: Interstate 95,  Year Built: 1977,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 46.33m (152.00ft),  Average Daily Traffic: 96,684 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 96,282 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKFORD AV & OTHER STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.749,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.00m (154.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $2,994,000,  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: 3859,  Location: N.BEN FRANKLIN BR3590H06 (Lat: 39.964250,  Lng: -75.138639),  Route carried "on" structure: Interstate 95,  Year Built: 1977,  Status: Open,  Structure Length: 48.43m (158.89ft),  Average Daily Traffic: 101,150 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,277 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKFD AV,FRNKFRD EL.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.830,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.20m (161.42ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Critical Feature Inspection Date: October 2019,  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: 38592,  Location: NEAR CUMBERLAND ST3590K05 (Lat: 39.968861,  Lng: -75.127556),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 103.97m (341.11ft),  Average Daily Traffic: 198,281 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 199,559 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PALMER-CUMBERLAND STRS.,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.749,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 40,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  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: High priority of corrective action,  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: 105.50m (346.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $1,143,000,  Roadway Improvement Cost: $3,367,000,  Total Project Cost: $15,434,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38595,  Location: NR.ARAMINGO AVE. 3591B05 (Lat: 39.974556,  Lng: -75.117792),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 41.61m (136.52ft),  Average Daily Traffic: 198,281 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 199,559 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SERGEANT & HUNTINGDON ST,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.872,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.20m (138.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,520,000,  Roadway Improvement Cost: $7,422,000,  Total Project Cost: $34,020,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38597,  Location: LEHIGH;SOMMERSET 3591A04 (Lat: 39.977692,  Lng: -75.111806),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 38.22m (125.39ft),  Average Daily Traffic: 198,281 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 199,559 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LEHIGH;SOMERSET STREETS,  Facility Carried by Structure: DELAWARE EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.875,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 101.2m (332.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.5m (116.5ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.80m (127.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $2,319,000,  Total Project Cost: $10,628,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete